Started by GitHub push by MathieuMorlighem Running as SYSTEM Building remotely on macOS-Silicon (mac) in workspace /Users/jenkins/workspace/macOS-Silicon-Examples The recommended git tool is: NONE > git rev-parse --resolve-git-dir /Users/jenkins/workspace/macOS-Silicon-Examples/.git # timeout=10 Fetching changes from the remote Git repository > git config remote.origin.url git@github.com:ISSMteam/ISSM.git # timeout=10 Fetching upstream changes from git@github.com:ISSMteam/ISSM.git > git --version # timeout=10 > git --version # 'git version 2.39.5 (Apple Git-154)' using GIT_SSH to set credentials GitHub Deploy Key - ISSMteam/ISSM - Jenkins Verifying host key using known hosts file > git fetch --tags --force --progress -- git@github.com:ISSMteam/ISSM.git +refs/heads/*:refs/remotes/origin/* # timeout=10 > git rev-parse refs/remotes/origin/main^{commit} # timeout=10 Checking out Revision e81cb1ec36c4fb3b25b24800dccb8fc3aaecf2aa (refs/remotes/origin/main) > git config core.sparsecheckout # timeout=10 > git checkout -f e81cb1ec36c4fb3b25b24800dccb8fc3aaecf2aa # timeout=10 Commit message: "CHG: added performance measurements flags for Max" > git rev-list --no-walk e9b75537105676f9ccd7131d07fab9d20b51c068 # timeout=10 [macOS-Silicon-Examples] $ /bin/bash /var/folders/mx/mr9ch0gx2qq_tty2dtgrjcn40000gp/T/jenkins10428806592332685386.sh Cleaning up execution directory ====================================================== Determining installation type ====================================================== List of changed files --------------------- m4/issm_options.m4 -- checking for changed externalpackages... no -- checking for reconfiguration... yes -- checking for recompilation... yes ====================================================== Skipping autotools ====================================================== ====================================================== Skipping cmake ====================================================== ====================================================== Skipping petsc ====================================================== ====================================================== Skipping boost ====================================================== ====================================================== Skipping dakota ====================================================== ====================================================== Skipping chaco ====================================================== ====================================================== Skipping curl ====================================================== ====================================================== Skipping hdf5 ====================================================== ====================================================== Skipping netcdf ====================================================== ====================================================== Skipping proj ====================================================== ====================================================== Skipping gdal ====================================================== ====================================================== Skipping gshhg ====================================================== ====================================================== Skipping gmt ====================================================== ====================================================== Skipping gmsh ====================================================== ====================================================== Skipping triangle ====================================================== ====================================================== Skipping m1qn3 ====================================================== ====================================================== Skipping semic ====================================================== ====================================================== Skipping shell2junit ====================================================== ====================================================== Cleaning up and reconfiguring ====================================================== CDPATH="${ZSH_VERSION+.}:" && cd . && /bin/sh /Users/jenkins/workspace/macOS-Silicon-Examples/aux-config/missing aclocal-1.16 -I m4 cd . && /bin/sh /Users/jenkins/workspace/macOS-Silicon-Examples/aux-config/missing automake-1.16 --foreign CDPATH="${ZSH_VERSION+.}:" && cd . && /bin/sh /Users/jenkins/workspace/macOS-Silicon-Examples/aux-config/missing autoconf /bin/sh ./config.status --recheck running CONFIG_SHELL=/bin/sh /bin/sh ./configure --prefix=/Users/jenkins/workspace/macOS-Silicon-Examples --disable-static --enable-development --enable-debugging --with-numthreads=8 --with-matlab-dir=/Applications/MATLAB_R2023b.app --with-fortran-lib=-L/opt/homebrew/lib/gcc/current -lgfortran --with-mpi-include=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include --with-mpi-libflags=-L/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib -lmpi -lmpicxx -lmpifort --with-blas-lapack-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-metis-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-parmetis-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-scalapack-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-mumps-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-hdf5-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/hdf5/install --with-petsc-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install --with-boost-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/boost/install --with-dakota-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/dakota/install --with-chaco-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/chaco/install --with-proj-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/proj/install --with-triangle-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/triangle/install --with-m1qn3-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/m1qn3/install --with-semic-dir=/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/semic/install --no-create --no-recursion configure: ============================================================================ configure: = Ice-sheet and Sea-level System Model (ISSM) 2026.1 configuration = configure: ============================================================================ checking build system type... arm-apple-darwin24.6.0 checking host system type... arm-apple-darwin24.6.0 checking target system type... arm-apple-darwin24.6.0 checking for mpicc... mpicc checking whether the C compiler works... yes checking for C compiler default output file name... a.out checking for suffix of executables... checking whether we are cross compiling... no checking for suffix of object files... o checking whether we are using the GNU C compiler... yes checking whether mpicc accepts -g... yes checking for mpicc option to accept ISO C89... none needed checking whether mpicc understands -c and -o together... rm: conftest.dSYM: is a directory yes checking how to run the C preprocessor... mpicc -E checking for mpicxx... mpicxx checking whether we are using the GNU C++ compiler... yes checking whether mpicxx accepts -g... yes checking for mpifort... mpifort checking whether we are using the GNU Fortran 77 compiler... yes checking whether mpifort accepts -g... yes checking for mpifort... mpifort checking whether we are using the GNU Fortran compiler... yes checking whether mpifort accepts -g... yes checking for a BSD-compatible install... /usr/bin/install -c checking whether build environment is sane... yes checking for a thread-safe mkdir -p... ./aux-config/install-sh -c -d checking for gawk... no checking for mawk... no checking for nawk... no checking for awk... awk checking whether make sets $(MAKE)... yes checking whether make supports the include directive... yes (GNU style) checking whether make supports nested variables... yes checking dependency style of mpicc... gcc3 checking dependency style of mpicxx... gcc3 checking whether make supports nested variables... (cached) yes checking for ar... ar checking the archiver (ar) interface... ar checking how to print strings... printf checking for a sed that does not truncate output... /opt/homebrew/Cellar/gnu-sed/4.9/libexec/gnubin/sed checking for grep that handles long lines and -e... /usr/bin/grep checking for egrep... /usr/bin/grep -E checking for fgrep... /usr/bin/grep -F checking for ld used by mpicc... /Library/Developer/CommandLineTools/usr/bin/ld checking if the linker (/Library/Developer/CommandLineTools/usr/bin/ld) is GNU ld... no checking for BSD- or MS-compatible name lister (nm)... /usr/bin/nm -B checking the name lister (/usr/bin/nm -B) interface... rm: conftest.dSYM: is a directory BSD nm checking whether ln -s works... yes checking the maximum length of command line arguments... 786432 checking how to convert arm-apple-darwin24.6.0 file names to arm-apple-darwin24.6.0 format... func_convert_file_noop checking how to convert arm-apple-darwin24.6.0 file names to toolchain format... func_convert_file_noop checking for /Library/Developer/CommandLineTools/usr/bin/ld option to reload object files... -r checking for objdump... objdump checking how to recognize dependent libraries... pass_all checking for dlltool... no checking how to associate runtime and link libraries... printf %s\n checking for archiver @FILE support... rm: conftest.dSYM: is a directory no checking for strip... strip checking for ranlib... ranlib checking command to parse /usr/bin/nm -B output from mpicc object... rm: conftest.dSYM: is a directory ok checking for sysroot... no checking for a working dd... /bin/dd checking how to truncate binary pipes... /bin/dd bs=4096 count=1 checking for mt... no checking if : is a manifest tool... no checking for dsymutil... dsymutil checking for nmedit... nmedit checking for lipo... lipo checking for otool... otool checking for otool64... no checking for -single_module linker flag... ld: warning: -single_module is obsolete no checking for -exported_symbols_list linker flag... yes checking for -force_load linker flag... yes checking for ANSI C header files... yes checking for sys/types.h... yes checking for sys/stat.h... yes checking for stdlib.h... yes checking for string.h... yes checking for memory.h... yes checking for strings.h... yes checking for inttypes.h... yes checking for stdint.h... yes checking for unistd.h... yes checking for dlfcn.h... yes checking for objdir... .libs checking if mpicc supports -fno-rtti -fno-exceptions... yes checking for mpicc option to produce PIC... -fno-common -DPIC checking if mpicc PIC flag -fno-common -DPIC works... yes checking if mpicc static flag -static works... no checking if mpicc supports -c -o file.o... yes checking if mpicc supports -c -o file.o... (cached) yes checking whether the mpicc linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking whether stripping libraries is possible... yes checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking how to run the C++ preprocessor... mpicxx -E checking for ld used by mpicxx... /Library/Developer/CommandLineTools/usr/bin/ld checking if the linker (/Library/Developer/CommandLineTools/usr/bin/ld) is GNU ld... no checking whether the mpicxx linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking for mpicxx option to produce PIC... -fno-common -DPIC checking if mpicxx PIC flag -fno-common -DPIC works... yes checking if mpicxx static flag -static works... no checking if mpicxx supports -c -o file.o... yes checking if mpicxx supports -c -o file.o... (cached) yes checking whether the mpicxx linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking for mpifort option to produce PIC... -fno-common checking if mpifort PIC flag -fno-common works... yes checking if mpifort static flag -static works... no checking if mpifort supports -c -o file.o... yes checking if mpifort supports -c -o file.o... (cached) yes checking whether the mpifort linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking for mpifort option to produce PIC... -fno-common checking if mpifort PIC flag -fno-common works... yes checking if mpifort static flag -static works... no checking if mpifort supports -c -o file.o... yes checking if mpifort supports -c -o file.o... (cached) yes checking whether the mpifort linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate configure: ============================================================================ configure: = Checking ISSM specific options = configure: ============================================================================ checking for date... /bin/date checking for build date... Tue Jan 27 08:03:16 PST 2026 checking user name... jenkins checking host full OS name and version... darwin24.6.0 checking host cpu... arm checking vendor... apple checking host OS name... darwin24 checking host OS version... 24.6.0 checking host OS architecture... arm64 checking for debugging support... yes checking for development support... yes checking for standalone modules build... no checking for standalone executables build... no checking for standalone libraries build... no checking for wrappers compilation... yes checking operating system type... macOS checking if system copy of libc has fmemopen (macOS-only check)... yes checking for Xlib (graphics library)... done checking for MATLAB... yes checking MATLAB's mex compilation flags... done checking for JavaScript... no checking for triangle... yes checking for Boost... yes checking for Boost version... 1.73 checking for Dakota... yes checking for Dakota version... 6.2 checking for Dakota major version... 6 checking for Dakota minor version... 2 checking for Dakota build version... 0 checking for Python... no checking for Python... no checking for python-numpy... no checking for Chaco... yes checking for ESMF... no checking for CoDiPack... no checking for tape allocation... no checking for ADOL-C... no checking for ADOL-C version... 2 checking for ATLAS and CBLAS libraries... no checking for GSL... no checking for AMPI... no checking for MeDiPack... no checking for AdjointPETSc... no checking for HDF5 libraries... yes checking for PETSc... yes checking for PETSc version... 3.23 checking whether PETSc is the development version... no checking for PETSc libraries and header files in /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install... done checking for MPI... yes checking for METIS... yes checking for ParMETIS... yes checking for TAO... yes checking for M1QN3... yes checking for PROJ... yes checking for ScaLAPACK... yes checking for BLAS/LAPACK... yes checking for MKL... no checking for PlaLAPACK... no checking for MPLAPACK... no checking for MUMPS... yes checking for BLACS... no checking for HYPRE... no checking for Prometheus... no checking for SEMIC... yes checking for SPAI... no checking for SuperLU... no checking for SPOOLES... no checking for PaStiX... no checking for ml... no checking for UMFPACK... no checking for libm... done checking for Fortran compilation... yes checking for Fortran library... done checking for NeoPZ... no checking for Gmsh... no checking for BAMG capability compilation... yes checking for ice/ocean coupling capability compilation... no checking for kriging capability compilation... yes checking for performance measurements support... no checking for HydrologyTws capability compilation... yes checking for AdjointBalancethickness2 capability compilation... yes checking for AdjointBalancethickness capability compilation... yes checking for AdjointHoriz capability compilation... yes checking for Age capability compilation... yes checking for Balancethickness2 capability compilation... yes checking for Balancethickness capability compilation... yes checking for BalancethicknessSoft capability compilation... yes checking for Balancevelocity capability compilation... yes checking for DamageEvolution capability compilation... yes checking for Debris capability compilation... yes checking for DepthAverage capability compilation... yes checking for Enthalpy capability compilation... yes checking for Esa capability compilation... yes checking for Extrapolation capability compilation... yes checking for ExtrudeFromBase capability compilation... yes checking for ExtrudeFromTop capability compilation... yes checking for FreeSurfaceBase capability compilation... yes checking for FreeSurfaceTop capability compilation... yes checking for GLheightadvection capability compilation... yes checking for HydrologyDCEfficient capability compilation... yes checking for HydrologyDCInefficient capability compilation... yes checking for HydrologyGlaDS capability compilation... yes checking for HydrologyPism capability compilation... yes checking for HydrologyShakti capability compilation... yes checking for HydrologyShreve capability compilation... yes checking for HydrologyArmapw capability compilation... yes checking for L2ProjectionBase capability compilation... yes checking for L2ProjectionEPL capability compilation... yes checking for Levelset capability compilation... yes checking for Love capability compilation... yes checking for Masstransport capability compilation... yes checking for Mmemasstransport capability compilation... yes checking for Melting capability compilation... yes checking for Oceantransport capability compilation... yes checking for Recovery capability compilation... yes checking for Sampling capability compilation... yes checking for Sealevelchange capability compilation... yes checking for Smb capability compilation... yes checking for Smooth capability compilation... yes checking for Stressbalance capability compilation... yes checking for StressbalanceSIA capability compilation... yes checking for StressbalanceVertical capability compilation... yes checking for Thermal capability compilation... yes checking for UzawaPressure capability compilation... yes checking for number of threads... 8 checking for 64-bit indices... 0 checking consistency between all external packages... done checking for C++ optimization flags... DEPRECATED checking that generated files are newer than configure... done configure: creating ./config.status /bin/sh ./config.status config.status: creating Makefile config.status: creating src/Makefile config.status: creating src/c/Makefile config.status: creating src/m/Makefile config.status: creating src/wrappers/Makefile config.status: creating src/wrappers/python/Makefile config.status: creating src/wrappers/matlab/Makefile config.status: creating src/wrappers/javascript/Makefile config.status: creating ./config.h config.status: executing depfiles commands config.status: executing libtool commands Making uninstall in src Making uninstall in c ( cd '/Users/jenkins/workspace/macOS-Silicon-Examples/bin' && rm -f issm.exe issm_slc.exe kriging.exe issm_dakota.exe issm_post.exe ) /bin/sh ../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.dylib /bin/sh ../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.dylib /bin/sh ../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.dylib Making uninstall in m Making uninstall in wrappers Making uninstall in matlab /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.dylib /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.dylib /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.mexmaca64 /bin/sh ../../../libtool --mode=uninstall rm -f '/Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.la' libtool: uninstall: rm -f /Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.la /Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.mexmaca64 make[3]: Nothing to be done for `uninstall-am'. make[2]: Nothing to be done for `uninstall-am'. make[1]: Nothing to be done for `uninstall-am'. Making distclean in src Making distclean in c rm -f issm.exe issm_slc.exe kriging.exe issm_dakota.exe issm_post.exe rm -f issm issm_slc kriging issm_dakota issm_post test -z "libISSMCore.la libISSMOverload.la libISSMModules.la" || rm -f libISSMCore.la libISSMOverload.la libISSMModules.la rm -f ./so_locations rm -rf .libs _libs rm -rf ./analyses/.libs ./analyses/_libs rm -rf ./bamg/.libs ./bamg/_libs rm -rf ./classes/.libs ./classes/_libs rm -rf ./classes/Constraints/.libs ./classes/Constraints/_libs rm -rf ./classes/Dakota/.libs ./classes/Dakota/_libs rm -rf ./classes/Elements/.libs ./classes/Elements/_libs rm -rf ./classes/ExternalResults/.libs ./classes/ExternalResults/_libs rm -rf ./classes/Inputs/.libs ./classes/Inputs/_libs rm -rf ./classes/Loads/.libs ./classes/Loads/_libs rm -rf ./classes/Materials/.libs ./classes/Materials/_libs rm -rf ./classes/Options/.libs ./classes/Options/_libs rm -rf ./classes/Params/.libs ./classes/Params/_libs rm -rf ./classes/gauss/.libs ./classes/gauss/_libs rm -rf ./classes/kriging/.libs ./classes/kriging/_libs rm -rf ./classes/matrix/.libs ./classes/matrix/_libs rm -rf ./cores/.libs ./cores/_libs rm -rf ./datastructures/.libs ./datastructures/_libs rm -rf ./main/.libs ./main/_libs rm -rf ./modules/AllocateSystemMatricesx/.libs ./modules/AllocateSystemMatricesx/_libs rm -rf ./modules/AverageOntoPartitionx/.libs ./modules/AverageOntoPartitionx/_libs rm -rf ./modules/BamgConvertMeshx/.libs ./modules/BamgConvertMeshx/_libs rm -rf ./modules/BamgTriangulatex/.libs ./modules/BamgTriangulatex/_libs rm -rf ./modules/Bamgx/.libs ./modules/Bamgx/_libs rm -rf ./modules/Calvingx/.libs ./modules/Calvingx/_libs rm -rf ./modules/Chacox/.libs ./modules/Chacox/_libs rm -rf ./modules/ConfigureObjectsx/.libs ./modules/ConfigureObjectsx/_libs rm -rf ./modules/ConstraintsStatex/.libs ./modules/ConstraintsStatex/_libs rm -rf ./modules/ContourToMeshx/.libs ./modules/ContourToMeshx/_libs rm -rf ./modules/ContourToNodesx/.libs ./modules/ContourToNodesx/_libs rm -rf ./modules/ControlInputSetGradientx/.libs ./modules/ControlInputSetGradientx/_libs rm -rf ./modules/CoordinateSystemTransformx/.libs ./modules/CoordinateSystemTransformx/_libs rm -rf ./modules/CreateJacobianMatrixx/.libs ./modules/CreateJacobianMatrixx/_libs rm -rf ./modules/CreateNodalConstraintsx/.libs ./modules/CreateNodalConstraintsx/_libs rm -rf ./modules/Damagex/.libs ./modules/Damagex/_libs rm -rf ./modules/DistanceToMaskBoundaryx/.libs ./modules/DistanceToMaskBoundaryx/_libs rm -rf ./modules/DragCoefficientAbsGradientx/.libs ./modules/DragCoefficientAbsGradientx/_libs rm -rf ./modules/ElementConnectivityx/.libs ./modules/ElementConnectivityx/_libs rm -rf ./modules/ElementCoordinatesx/.libs ./modules/ElementCoordinatesx/_libs rm -rf ./modules/ExpToLevelSetx/.libs ./modules/ExpToLevelSetx/_libs rm -rf ./modules/FloatingiceMeltingRatePicox/.libs ./modules/FloatingiceMeltingRatePicox/_libs rm -rf ./modules/FloatingiceMeltingRatex/.libs ./modules/FloatingiceMeltingRatex/_libs rm -rf ./modules/FrontalForcingsx/.libs ./modules/FrontalForcingsx/_libs rm -rf ./modules/GeothermalFluxx/.libs ./modules/GeothermalFluxx/_libs rm -rf ./modules/GetSolutionFromInputsx/.libs ./modules/GetSolutionFromInputsx/_libs rm -rf ./modules/GetVectorFromControlInputsx/.libs ./modules/GetVectorFromControlInputsx/_libs rm -rf ./modules/GetVectorFromInputsx/.libs ./modules/GetVectorFromInputsx/_libs rm -rf ./modules/GiaDeflectionCorex/.libs ./modules/GiaDeflectionCorex/_libs rm -rf ./modules/Gradjx/.libs ./modules/Gradjx/_libs rm -rf ./modules/GroundinglineMigrationx/.libs ./modules/GroundinglineMigrationx/_libs rm -rf ./modules/InputDepthAverageAtBasex/.libs ./modules/InputDepthAverageAtBasex/_libs rm -rf ./modules/InputDuplicatex/.libs ./modules/InputDuplicatex/_libs rm -rf ./modules/InputExtrudex/.libs ./modules/InputExtrudex/_libs rm -rf ./modules/InputUpdateFromConstantx/.libs ./modules/InputUpdateFromConstantx/_libs rm -rf ./modules/InputUpdateFromDakotax/.libs ./modules/InputUpdateFromDakotax/_libs rm -rf ./modules/InputUpdateFromMatrixDakotax/.libs ./modules/InputUpdateFromMatrixDakotax/_libs rm -rf ./modules/InputUpdateFromSolutionx/.libs ./modules/InputUpdateFromSolutionx/_libs rm -rf ./modules/InputUpdateFromVectorDakotax/.libs ./modules/InputUpdateFromVectorDakotax/_libs rm -rf ./modules/InputUpdateFromVectorx/.libs ./modules/InputUpdateFromVectorx/_libs rm -rf ./modules/InterpFromGridToMeshx/.libs ./modules/InterpFromGridToMeshx/_libs rm -rf ./modules/InterpFromMesh2dx/.libs ./modules/InterpFromMesh2dx/_libs rm -rf ./modules/InterpFromMeshToGridx/.libs ./modules/InterpFromMeshToGridx/_libs rm -rf ./modules/InterpFromMeshToMesh2dx/.libs ./modules/InterpFromMeshToMesh2dx/_libs rm -rf ./modules/InterpFromMeshToMesh3dx/.libs ./modules/InterpFromMeshToMesh3dx/_libs rm -rf ./modules/IoModelToConstraintsx/.libs ./modules/IoModelToConstraintsx/_libs rm -rf ./modules/KillIcebergsx/.libs ./modules/KillIcebergsx/_libs rm -rf ./modules/Krigingx/.libs ./modules/Krigingx/_libs rm -rf ./modules/Mergesolutionfromftogx/.libs ./modules/Mergesolutionfromftogx/_libs rm -rf ./modules/MeshPartitionx/.libs ./modules/MeshPartitionx/_libs rm -rf ./modules/MeshProfileIntersectionx/.libs ./modules/MeshProfileIntersectionx/_libs rm -rf ./modules/MmeToInputFromIdx/.libs ./modules/MmeToInputFromIdx/_libs rm -rf ./modules/MmeToInputx/.libs ./modules/MmeToInputx/_libs rm -rf ./modules/ModelProcessorx/.libs ./modules/ModelProcessorx/_libs rm -rf ./modules/ModelProcessorx/Autodiff/.libs ./modules/ModelProcessorx/Autodiff/_libs rm -rf ./modules/ModelProcessorx/Control/.libs ./modules/ModelProcessorx/Control/_libs rm -rf ./modules/ModelProcessorx/Dakota/.libs ./modules/ModelProcessorx/Dakota/_libs rm -rf ./modules/ModelProcessorx/Transient/.libs ./modules/ModelProcessorx/Transient/_libs rm -rf ./modules/NodalValuex/.libs ./modules/NodalValuex/_libs rm -rf ./modules/NodeConnectivityx/.libs ./modules/NodeConnectivityx/_libs rm -rf ./modules/NodesDofx/.libs ./modules/NodesDofx/_libs rm -rf ./modules/OceanExchangeDatax/.libs ./modules/OceanExchangeDatax/_libs rm -rf ./modules/OutputDefinitionsResponsex/.libs ./modules/OutputDefinitionsResponsex/_libs rm -rf ./modules/OutputResultsx/.libs ./modules/OutputResultsx/_libs rm -rf ./modules/ParseToolkitsOptionsx/.libs ./modules/ParseToolkitsOptionsx/_libs rm -rf ./modules/PointCloudFindNeighborsx/.libs ./modules/PointCloudFindNeighborsx/_libs rm -rf ./modules/ProcessRiftsx/.libs ./modules/ProcessRiftsx/_libs rm -rf ./modules/PropagateFlagsFromConnectivityx/.libs ./modules/PropagateFlagsFromConnectivityx/_libs rm -rf ./modules/QmuStatisticsx/.libs ./modules/QmuStatisticsx/_libs rm -rf ./modules/Reduceloadx/.libs ./modules/Reduceloadx/_libs rm -rf ./modules/Reducevectorgtofx/.libs ./modules/Reducevectorgtofx/_libs rm -rf ./modules/ResetConstraintsx/.libs ./modules/ResetConstraintsx/_libs rm -rf ./modules/ResetFSBasalBoundaryConditionx/.libs ./modules/ResetFSBasalBoundaryConditionx/_libs rm -rf ./modules/RheologyBAbsGradientx/.libs ./modules/RheologyBAbsGradientx/_libs rm -rf ./modules/RheologyBbarAbsGradientx/.libs ./modules/RheologyBbarAbsGradientx/_libs rm -rf ./modules/SetActiveNodesLSMx/.libs ./modules/SetActiveNodesLSMx/_libs rm -rf ./modules/SetControlInputsFromVectorx/.libs ./modules/SetControlInputsFromVectorx/_libs rm -rf ./modules/Solverx/.libs ./modules/Solverx/_libs rm -rf ./modules/SpcNodesx/.libs ./modules/SpcNodesx/_libs rm -rf ./modules/StochasticForcingx/.libs ./modules/StochasticForcingx/_libs rm -rf ./modules/SurfaceAbsVelMisfitx/.libs ./modules/SurfaceAbsVelMisfitx/_libs rm -rf ./modules/SurfaceAreax/.libs ./modules/SurfaceAreax/_libs rm -rf ./modules/SurfaceAverageVelMisfitx/.libs ./modules/SurfaceAverageVelMisfitx/_libs rm -rf ./modules/SurfaceLogVelMisfitx/.libs ./modules/SurfaceLogVelMisfitx/_libs rm -rf ./modules/SurfaceLogVxVyMisfitx/.libs ./modules/SurfaceLogVxVyMisfitx/_libs rm -rf ./modules/SurfaceMassBalancex/.libs ./modules/SurfaceMassBalancex/_libs rm -rf ./modules/SurfaceRelVelMisfitx/.libs ./modules/SurfaceRelVelMisfitx/_libs rm -rf ./modules/SystemMatricesx/.libs ./modules/SystemMatricesx/_libs rm -rf ./modules/ThicknessAbsMisfitx/.libs ./modules/ThicknessAbsMisfitx/_libs rm -rf ./modules/ThicknessAcrossGradientx/.libs ./modules/ThicknessAcrossGradientx/_libs rm -rf ./modules/ThicknessAlongGradientx/.libs ./modules/ThicknessAlongGradientx/_libs rm -rf ./modules/Trianglex/.libs ./modules/Trianglex/_libs rm -rf ./modules/UpdateDynamicConstraintsx/.libs ./modules/UpdateDynamicConstraintsx/_libs rm -rf ./modules/UpdateMmesx/.libs ./modules/UpdateMmesx/_libs rm -rf ./modules/VertexCoordinatesx/.libs ./modules/VertexCoordinatesx/_libs rm -rf ./modules/Zgesvx/.libs ./modules/Zgesvx/_libs rm -rf ./shared/Bamg/.libs ./shared/Bamg/_libs rm -rf ./shared/Elements/.libs ./shared/Elements/_libs rm -rf ./shared/Enum/.libs ./shared/Enum/_libs rm -rf ./shared/Exceptions/.libs ./shared/Exceptions/_libs rm -rf ./shared/Exp/.libs ./shared/Exp/_libs rm -rf ./shared/FSanalyticals/.libs ./shared/FSanalyticals/_libs rm -rf ./shared/LatLong/.libs ./shared/LatLong/_libs rm -rf ./shared/Matrix/.libs ./shared/Matrix/_libs rm -rf ./shared/MemOps/.libs ./shared/MemOps/_libs rm -rf ./shared/Numerics/.libs ./shared/Numerics/_libs rm -rf ./shared/Random/.libs ./shared/Random/_libs rm -rf ./shared/Sorting/.libs ./shared/Sorting/_libs rm -rf ./shared/String/.libs ./shared/String/_libs rm -rf ./shared/Threads/.libs ./shared/Threads/_libs rm -rf ./shared/Triangle/.libs ./shared/Triangle/_libs rm -rf ./shared/io/Comm/.libs ./shared/io/Comm/_libs rm -rf ./shared/io/Disk/.libs ./shared/io/Disk/_libs rm -rf ./shared/io/Marshalling/.libs ./shared/io/Marshalling/_libs rm -rf ./shared/io/Print/.libs ./shared/io/Print/_libs rm -rf ./solutionsequences/.libs ./solutionsequences/_libs rm -rf ./toolkits/.libs ./toolkits/_libs rm -rf ./toolkits/codipack/.libs ./toolkits/codipack/_libs rm -rf ./toolkits/gsl/.libs ./toolkits/gsl/_libs rm -rf ./toolkits/issm/.libs ./toolkits/issm/_libs rm -rf ./toolkits/metis/patches/.libs ./toolkits/metis/patches/_libs rm -rf ./toolkits/mpi/.libs ./toolkits/mpi/_libs rm -rf ./toolkits/mpi/commops/.libs ./toolkits/mpi/commops/_libs rm -rf ./toolkits/mumps/.libs ./toolkits/mumps/_libs rm -rf ./toolkits/petsc/objects/.libs ./toolkits/petsc/objects/_libs rm -rf ./toolkits/petsc/patches/.libs ./toolkits/petsc/patches/_libs rm -f *.o rm -f ./analyses/*.o rm -f ./analyses/*.lo rm -f ./bamg/*.o rm -f ./bamg/*.lo rm -f ./classes/*.o rm -f ./classes/*.lo rm -f ./classes/Constraints/*.o rm -f ./classes/Constraints/*.lo rm -f ./classes/Dakota/*.o rm -f ./classes/Dakota/*.lo rm -f ./classes/Elements/*.o rm -f ./classes/Elements/*.lo rm -f ./classes/ExternalResults/*.o rm -f ./classes/ExternalResults/*.lo rm -f ./classes/Inputs/*.o rm -f ./classes/Inputs/*.lo rm -f ./classes/Loads/*.o rm -f 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./modules/UpdateMmesx/.deps/libISSMCore_la-UpdateMmesx.Plo rm -f ./modules/VertexCoordinatesx/.deps/libISSMCore_la-VertexCoordinatesx.Plo rm -f ./modules/Zgesvx/.deps/libISSMCore_la-Zgesvx.Plo rm -f ./shared/Bamg/.deps/libISSMCore_la-BigPrimeNumber.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-Arrhenius.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-BuddJacka.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-ComputeD18OTemperaturePrecipitationFromPD.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-ComputeDelta18oTemperaturePrecipitation.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-ComputeMungsmTemperaturePrecipitation.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-Cuffey.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-CuffeyTemperate.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-DrainageFunctionWaterfraction.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-EstarComponents.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-LliboutryDuval.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-NyeCO2.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-NyeH2O.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-Paterson.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-PddSurfaceMassBalance.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-PddSurfaceMassBalanceSicopolis.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-PrintArrays.Plo rm -f ./shared/Elements/.deps/libISSMCore_la-StressIntensityIntegralWeight.Plo rm -f ./shared/Enum/.deps/libISSMCore_la-EnumToStringx.Plo rm -f ./shared/Enum/.deps/libISSMCore_la-StringToEnumx.Plo rm -f ./shared/Exceptions/.deps/libISSMCore_la-Exceptions.Plo rm -f ./shared/Exp/.deps/libISSMModules_la-exp.Plo rm -f ./shared/FSanalyticals/.deps/libISSMCore_la-fsanalyticals.Plo rm -f ./shared/LatLong/.deps/libISSMCore_la-Ll2xyx.Plo rm -f ./shared/LatLong/.deps/libISSMCore_la-Xy2llx.Plo rm -f ./shared/Matrix/.deps/libISSMCore_la-MatrixUtils.Plo rm -f ./shared/MemOps/.deps/libISSMCore_la-MemOps.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-BrentSearch.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-GaussPoints.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-Interpolation.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-NewtonSolveDnorm.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-Normals.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-ODE1.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-Verbosity.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-XZvectorsToCoordinateSystem.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-cross.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-cubic.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-extrema.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-isnan.Plo rm -f ./shared/Numerics/.deps/libISSMCore_la-legendre.Plo rm -f ./shared/Random/.deps/libISSMCore_la-random.Plo rm -f ./shared/Random/.deps/libISSMCore_la-randomgenerator.Plo rm -f ./shared/Sorting/.deps/libISSMCore_la-binary_search.Plo rm -f ./shared/String/.deps/ApiPrintf.Plo rm -f ./shared/String/.deps/libISSMCore_la-DescriptorIndex.Plo rm -f ./shared/Threads/.deps/libISSMModules_la-LaunchThread.Plo rm -f ./shared/Threads/.deps/libISSMModules_la-PartitionRange.Plo rm -f ./shared/Triangle/.deps/libISSMModules_la-AssociateSegmentToElement.Plo rm -f ./shared/Triangle/.deps/libISSMModules_la-GridInsideHole.Plo rm -f ./shared/Triangle/.deps/libISSMModules_la-OrderSegments.Plo rm -f ./shared/Triangle/.deps/libISSMModules_la-SplitMeshForRifts.Plo rm -f ./shared/Triangle/.deps/libISSMModules_la-TriangleUtils.Plo rm -f ./shared/io/Comm/.deps/libISSMCore_la-IssmComm.Plo rm -f ./shared/io/Disk/.deps/libISSMCore_la-WriteLockFile.Plo rm -f ./shared/io/Disk/.deps/libISSMCore_la-pfclose.Plo rm -f ./shared/io/Disk/.deps/libISSMCore_la-pfopen.Plo rm -f ./shared/io/Marshalling/.deps/libISSMCore_la-IoCodeConversions.Plo rm -f ./shared/io/Marshalling/.deps/libISSMCore_la-Marshalling.Plo rm -f ./shared/io/Print/.deps/libISSMCore_la-PrintfFunction.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-convergence.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_adjoint_linear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_fct.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_glads_nonlinear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_hydro_nonlinear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_la.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_la_theta.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_linear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_newton.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_nonlinear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_sampling.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_schurcg.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_shakti_nonlinear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_stokescoupling_nonlinear.Plo rm -f ./solutionsequences/.deps/libISSMCore_la-solutionsequence_thermal_nonlinear.Plo rm -f ./toolkits/.deps/libISSMCore_la-ToolkitOptions.Plo rm -f ./toolkits/codipack/.deps/libISSMCore_la-CoDiPackDebug.Plo rm -f ./toolkits/codipack/.deps/libISSMCore_la-CoDiPackGlobal.Plo rm -f ./toolkits/codipack/.deps/libISSMCore_la-ampi_interface.Plo rm -f ./toolkits/gsl/.deps/libISSMCore_la-DenseGslSolve.Plo rm -f ./toolkits/issm/.deps/libISSMCore_la-IssmSolver.Plo rm -f ./toolkits/issm/.deps/libISSMCore_la-IssmToolkitUtils.Plo rm -f ./toolkits/metis/patches/.deps/libISSMCore_la-METIS_PartMeshNodalPatch.Plo rm -f ./toolkits/mpi/.deps/libISSMCore_la-issmmpi.Plo rm -f ./toolkits/mpi/commops/.deps/libISSMCore_la-DetermineGlobalSize.Plo rm -f ./toolkits/mpi/commops/.deps/libISSMCore_la-DetermineLocalSize.Plo rm -f ./toolkits/mpi/commops/.deps/libISSMCore_la-DetermineRowRankFromLocalSize.Plo rm -f ./toolkits/mpi/commops/.deps/libISSMCore_la-GetOwnershipBoundariesFromRange.Plo rm -f ./toolkits/mumps/.deps/libISSMCore_la-MumpsSolve.Plo rm -f ./toolkits/petsc/objects/.deps/libISSMCore_la-PetscMat.Plo rm -f ./toolkits/petsc/objects/.deps/libISSMCore_la-PetscSolver.Plo rm -f ./toolkits/petsc/objects/.deps/libISSMCore_la-PetscVec.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-ISSMToPetscInsertMode.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-ISSMToPetscMatrixType.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-ISSMToPetscNormMode.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-KSPFree.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-MatFree.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-MatToMPISerial.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-NewMat.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-NewVec.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-PetscOptionsDetermineSolverType.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-VecFree.Plo rm -f ./toolkits/petsc/patches/.deps/libISSMCore_la-VecToMPISerial.Plo rm -f main/.deps/issm-issm.Po rm -f main/.deps/issm_dakota-issm_dakota.Po rm -f main/.deps/issm_ocean-issm_ocean.Po rm -f main/.deps/issm_post-issm_post.Po rm -f main/.deps/issm_slc-issm_slc.Po rm -f main/.deps/kriging-kriging.Po rm -f Makefile Making distclean in m rm -rf .libs _libs rm -f *.lo test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f Makefile Making distclean in wrappers Making distclean in matlab test -z "libISSMMatlab.la libISSMApi_matlab.la BamgConvertMesh_matlab.la BamgMesher_matlab.la BamgTriangulate_matlab.la ContourToMesh_matlab.la ContourToNodes_matlab.la DistanceToMaskBoundary_matlab.la ElementConnectivity_matlab.la ExpSimplify_matlab.la ExpToLevelSet_matlab.la InterpFromGridToMesh_matlab.la InterpFromGrid.la InterpFromMesh2d_matlab.la InterpFromMeshToGrid_matlab.la InterpFromMeshToMesh2d_matlab.la InterpFromMeshToMesh3d_matlab.la IssmConfig_matlab.la MeshPartition_matlab.la MeshProfileIntersection_matlab.la NodeConnectivity_matlab.la PointCloudFindNeighbors_matlab.la ProcessRifts_matlab.la PropagateFlagsFromConnectivity_matlab.la Triangle_matlab.la Chaco_matlab.la Kriging_matlab.la CoordTransform_matlab.la" || rm -f libISSMMatlab.la libISSMApi_matlab.la BamgConvertMesh_matlab.la BamgMesher_matlab.la BamgTriangulate_matlab.la ContourToMesh_matlab.la ContourToNodes_matlab.la DistanceToMaskBoundary_matlab.la ElementConnectivity_matlab.la ExpSimplify_matlab.la ExpToLevelSet_matlab.la InterpFromGridToMesh_matlab.la InterpFromGrid.la InterpFromMesh2d_matlab.la InterpFromMeshToGrid_matlab.la InterpFromMeshToMesh2d_matlab.la InterpFromMeshToMesh3d_matlab.la IssmConfig_matlab.la MeshPartition_matlab.la MeshProfileIntersection_matlab.la NodeConnectivity_matlab.la PointCloudFindNeighbors_matlab.la ProcessRifts_matlab.la PropagateFlagsFromConnectivity_matlab.la Triangle_matlab.la Chaco_matlab.la Kriging_matlab.la CoordTransform_matlab.la rm -f ./so_locations rm -rf .libs _libs rm -rf ../BamgConvertMesh/.libs ../BamgConvertMesh/_libs rm -rf ../BamgMesher/.libs ../BamgMesher/_libs rm -rf ../BamgTriangulate/.libs ../BamgTriangulate/_libs rm -rf ../Chaco/.libs ../Chaco/_libs rm -rf ../ContourToMesh/.libs ../ContourToMesh/_libs rm -rf ../ContourToNodes/.libs ../ContourToNodes/_libs rm -rf ../CoordTransform/.libs ../CoordTransform/_libs rm -rf ../DistanceToMaskBoundary/.libs ../DistanceToMaskBoundary/_libs rm -rf ../ElementConnectivity/.libs ../ElementConnectivity/_libs rm -rf ../ExpSimplify/.libs ../ExpSimplify/_libs rm -rf ../ExpToLevelSet/.libs ../ExpToLevelSet/_libs rm -rf ../InterpFromGrid/.libs ../InterpFromGrid/_libs rm -rf ../InterpFromGridToMesh/.libs ../InterpFromGridToMesh/_libs rm -rf ../InterpFromMesh2d/.libs ../InterpFromMesh2d/_libs rm -rf ../InterpFromMeshToGrid/.libs ../InterpFromMeshToGrid/_libs rm -rf ../InterpFromMeshToMesh2d/.libs ../InterpFromMeshToMesh2d/_libs rm -rf ../InterpFromMeshToMesh3d/.libs ../InterpFromMeshToMesh3d/_libs rm -rf ../IssmConfig/.libs ../IssmConfig/_libs rm -rf ../Kriging/.libs ../Kriging/_libs rm -rf ../MeshPartition/.libs ../MeshPartition/_libs rm -rf ../MeshProfileIntersection/.libs ../MeshProfileIntersection/_libs rm -rf ../NodeConnectivity/.libs ../NodeConnectivity/_libs rm -rf ../PointCloudFindNeighbors/.libs ../PointCloudFindNeighbors/_libs rm -rf ../ProcessRifts/.libs ../ProcessRifts/_libs rm -rf ../PropagateFlagsFromConnectivity/.libs ../PropagateFlagsFromConnectivity/_libs rm -rf ../Triangle/.libs ../Triangle/_libs rm -rf ./io/.libs ./io/_libs rm -f *.o rm -f ../BamgConvertMesh/*.o rm -f ../BamgConvertMesh/*.lo rm -f ../BamgMesher/*.o rm -f ../BamgMesher/*.lo rm -f ../BamgTriangulate/*.o rm -f ../BamgTriangulate/*.lo rm -f ../Chaco/*.o rm -f ../Chaco/*.lo rm -f ../ContourToMesh/*.o rm -f ../ContourToMesh/*.lo rm -f ../ContourToNodes/*.o rm -f ../ContourToNodes/*.lo rm -f ../CoordTransform/*.o rm -f ../CoordTransform/*.lo rm -f ../DistanceToMaskBoundary/*.o rm -f ../DistanceToMaskBoundary/*.lo rm -f ../ElementConnectivity/*.o rm -f ../ElementConnectivity/*.lo rm -f ../ExpSimplify/*.o rm -f ../ExpSimplify/*.lo rm -f ../ExpToLevelSet/*.o rm -f ../ExpToLevelSet/*.lo rm -f ../InterpFromGrid/*.o rm -f ../InterpFromGrid/*.lo rm -f ../InterpFromGridToMesh/*.o rm -f ../InterpFromGridToMesh/*.lo rm -f ../InterpFromMesh2d/*.o rm -f ../InterpFromMesh2d/*.lo rm -f ../InterpFromMeshToGrid/*.o rm -f ../InterpFromMeshToGrid/*.lo rm -f ../InterpFromMeshToMesh2d/*.o rm -f ../InterpFromMeshToMesh2d/*.lo rm -f ../InterpFromMeshToMesh3d/*.o rm -f ../InterpFromMeshToMesh3d/*.lo rm -f ../IssmConfig/*.o rm -f ../IssmConfig/*.lo rm -f ../Kriging/*.o rm -f ../Kriging/*.lo rm -f ../MeshPartition/*.o rm -f ../MeshPartition/*.lo rm -f ../MeshProfileIntersection/*.o rm -f ../MeshProfileIntersection/*.lo rm -f ../NodeConnectivity/*.o rm -f ../NodeConnectivity/*.lo rm -f ../PointCloudFindNeighbors/*.o rm -f ../PointCloudFindNeighbors/*.lo rm -f ../ProcessRifts/*.o rm -f ../ProcessRifts/*.lo rm -f ../PropagateFlagsFromConnectivity/*.o rm -f ../PropagateFlagsFromConnectivity/*.lo rm -f ../Triangle/*.o rm -f ../Triangle/*.lo rm -f ./io/*.o rm -f ./io/*.lo rm -f *.lo rm -f *.tab.c test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f ../BamgConvertMesh/.deps/.dirstamp rm -f ../BamgConvertMesh/.dirstamp rm -f ../BamgMesher/.deps/.dirstamp rm -f ../BamgMesher/.dirstamp rm -f ../BamgTriangulate/.deps/.dirstamp rm -f ../BamgTriangulate/.dirstamp rm -f ../Chaco/.deps/.dirstamp rm -f ../Chaco/.dirstamp rm -f ../ContourToMesh/.deps/.dirstamp rm -f ../ContourToMesh/.dirstamp rm -f ../ContourToNodes/.deps/.dirstamp rm -f ../ContourToNodes/.dirstamp rm -f ../CoordTransform/.deps/.dirstamp rm -f ../CoordTransform/.dirstamp rm -f ../DistanceToMaskBoundary/.deps/.dirstamp rm -f ../DistanceToMaskBoundary/.dirstamp rm -f ../ElementConnectivity/.deps/.dirstamp rm -f ../ElementConnectivity/.dirstamp rm -f ../ExpSimplify/.deps/.dirstamp rm -f ../ExpSimplify/.dirstamp rm -f ../ExpToLevelSet/.deps/.dirstamp rm -f ../ExpToLevelSet/.dirstamp rm -f ../InterpFromGrid/.deps/.dirstamp rm -f ../InterpFromGrid/.dirstamp rm -f ../InterpFromGridToMesh/.deps/.dirstamp rm -f ../InterpFromGridToMesh/.dirstamp rm -f ../InterpFromMesh2d/.deps/.dirstamp rm -f ../InterpFromMesh2d/.dirstamp rm -f ../InterpFromMeshToGrid/.deps/.dirstamp rm -f ../InterpFromMeshToGrid/.dirstamp rm -f ../InterpFromMeshToMesh2d/.deps/.dirstamp rm -f ../InterpFromMeshToMesh2d/.dirstamp rm -f ../InterpFromMeshToMesh3d/.deps/.dirstamp rm -f ../InterpFromMeshToMesh3d/.dirstamp rm -f ../IssmConfig/.deps/.dirstamp rm -f ../IssmConfig/.dirstamp rm -f ../Kriging/.deps/.dirstamp rm -f ../Kriging/.dirstamp rm -f ../MeshPartition/.deps/.dirstamp rm -f ../MeshPartition/.dirstamp rm -f ../MeshProfileIntersection/.deps/.dirstamp rm -f ../MeshProfileIntersection/.dirstamp rm -f ../NodeConnectivity/.deps/.dirstamp rm -f ../NodeConnectivity/.dirstamp rm -f ../PointCloudFindNeighbors/.deps/.dirstamp rm -f ../PointCloudFindNeighbors/.dirstamp rm -f ../ProcessRifts/.deps/.dirstamp rm -f ../ProcessRifts/.dirstamp rm -f ../PropagateFlagsFromConnectivity/.deps/.dirstamp rm -f ../PropagateFlagsFromConnectivity/.dirstamp rm -f ../Triangle/.deps/.dirstamp rm -f ../Triangle/.dirstamp rm -f io/.deps/.dirstamp rm -f io/.dirstamp rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f ../BamgConvertMesh/.deps/BamgConvertMesh_matlab_la-BamgConvertMesh.Plo rm -f ../BamgMesher/.deps/BamgMesher_matlab_la-BamgMesher.Plo rm -f ../BamgTriangulate/.deps/BamgTriangulate_matlab_la-BamgTriangulate.Plo rm -f ../Chaco/.deps/Chaco_matlab_la-Chaco.Plo rm -f ../ContourToMesh/.deps/ContourToMesh_matlab_la-ContourToMesh.Plo rm -f ../ContourToNodes/.deps/ContourToNodes_matlab_la-ContourToNodes.Plo rm -f ../CoordTransform/.deps/CoordTransform_matlab_la-CoordTransform.Plo rm -f ../DistanceToMaskBoundary/.deps/DistanceToMaskBoundary_matlab_la-DistanceToMaskBoundary.Plo rm -f ../ElementConnectivity/.deps/ElementConnectivity_matlab_la-ElementConnectivity.Plo rm -f ../ExpSimplify/.deps/ExpSimplify_matlab_la-ExpSimplify.Plo rm -f ../ExpToLevelSet/.deps/ExpToLevelSet_matlab_la-ExpToLevelSet.Plo rm -f ../InterpFromGrid/.deps/InterpFromGrid_la-InterpFromGrid.Plo rm -f ../InterpFromGridToMesh/.deps/InterpFromGridToMesh_matlab_la-InterpFromGridToMesh.Plo rm -f ../InterpFromMesh2d/.deps/InterpFromMesh2d_matlab_la-InterpFromMesh2d.Plo rm -f ../InterpFromMeshToGrid/.deps/InterpFromMeshToGrid_matlab_la-InterpFromMeshToGrid.Plo rm -f ../InterpFromMeshToMesh2d/.deps/InterpFromMeshToMesh2d_matlab_la-InterpFromMeshToMesh2d.Plo rm -f ../InterpFromMeshToMesh3d/.deps/InterpFromMeshToMesh3d_matlab_la-InterpFromMeshToMesh3d.Plo rm -f ../IssmConfig/.deps/IssmConfig_matlab_la-IssmConfig.Plo rm -f ../Kriging/.deps/Kriging_matlab_la-Kriging.Plo rm -f ../MeshPartition/.deps/MeshPartition_matlab_la-MeshPartition.Plo rm -f ../MeshProfileIntersection/.deps/MeshProfileIntersection_matlab_la-MeshProfileIntersection.Plo rm -f ../NodeConnectivity/.deps/NodeConnectivity_matlab_la-NodeConnectivity.Plo rm -f ../PointCloudFindNeighbors/.deps/PointCloudFindNeighbors_matlab_la-PointCloudFindNeighbors.Plo rm -f ../ProcessRifts/.deps/ProcessRifts_matlab_la-ProcessRifts.Plo rm -f ../PropagateFlagsFromConnectivity/.deps/PropagateFlagsFromConnectivity_matlab_la-PropagateFlagsFromConnectivity.Plo rm -f ../Triangle/.deps/Triangle_matlab_la-Triangle.Plo rm -f ./io/.deps/libISSMApi_matlab_la-ApiPrintf.Plo rm -f ./io/.deps/libISSMMatlab_la-CheckNumMatlabArguments.Plo rm -f ./io/.deps/libISSMMatlab_la-FetchMatlabData.Plo rm -f ./io/.deps/libISSMMatlab_la-WriteMatlabData.Plo rm -f Makefile Making distclean in javascript rm -f IssmModule.js rm -f IssmModule test -z "libISSMJavascript.la libISSMApi_javascript.la" || rm -f libISSMJavascript.la libISSMApi_javascript.la rm -f ./so_locations rm -rf .libs _libs rm -rf ./io/.libs ./io/_libs rm -f *.o rm -f ../BamgMesher/*.o rm -f ../ContourToMesh/*.o rm -f ../ElementConnectivity/*.o rm -f ../InterpFromGridToMesh/*.o rm -f ../InterpFromMeshToMesh2d/*.o rm -f ../Issm/*.o rm -f ../IssmConfig/*.o rm -f ../NodeConnectivity/*.o rm -f ../Triangle/*.o rm -f ./io/*.o rm -f ./io/*.lo rm -f *.lo rm -f *.tab.c test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f ../BamgMesher/.deps/.dirstamp rm -f ../BamgMesher/.dirstamp rm -f ../ContourToMesh/.deps/.dirstamp rm -f ../ContourToMesh/.dirstamp rm -f ../ElementConnectivity/.deps/.dirstamp rm -f ../ElementConnectivity/.dirstamp rm -f ../InterpFromGridToMesh/.deps/.dirstamp rm -f ../InterpFromGridToMesh/.dirstamp rm -f ../InterpFromMeshToMesh2d/.deps/.dirstamp rm -f ../InterpFromMeshToMesh2d/.dirstamp rm -f ../Issm/.deps/.dirstamp rm -f ../Issm/.dirstamp rm -f ../IssmConfig/.deps/.dirstamp rm -f ../IssmConfig/.dirstamp rm -f ../NodeConnectivity/.deps/.dirstamp rm -f ../NodeConnectivity/.dirstamp rm -f ../Triangle/.deps/.dirstamp rm -f ../Triangle/.dirstamp rm -f io/.deps/.dirstamp rm -f io/.dirstamp rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f ../BamgMesher/.deps/IssmModule-BamgMesher.Po rm -f ../ContourToMesh/.deps/IssmModule-ContourToMesh.Po rm -f ../ElementConnectivity/.deps/IssmModule-ElementConnectivity.Po rm -f ../InterpFromGridToMesh/.deps/IssmModule-InterpFromGridToMesh.Po rm -f ../InterpFromMeshToMesh2d/.deps/IssmModule-InterpFromMeshToMesh2d.Po rm -f ../Issm/.deps/IssmModule-issm.Po rm -f ../IssmConfig/.deps/IssmModule-IssmConfig.Po rm -f ../NodeConnectivity/.deps/IssmModule-NodeConnectivity.Po rm -f ../Triangle/.deps/IssmModule-Triangle.Po rm -f ./io/.deps/libISSMApi_javascript_la-ApiPrintf.Plo rm -f ./io/.deps/libISSMJavascript_la-FetchJavascriptData.Plo rm -f ./io/.deps/libISSMJavascript_la-WriteJavascriptData.Plo rm -f Makefile Making distclean in python test -z "libISSMPython.la libISSMApi_python.la BamgConvertMesh_python.la BamgMesher_python.la BamgTriangulate_python.la ContourToMesh_python.la ContourToNodes_python.la ElementConnectivity_python.la ExpToLevelSet_python.la InterpFromGridToMesh_python.la InterpFromMesh2d_python.la InterpFromMeshToGrid_python.la InterpFromMeshToMesh2d_python.la InterpFromMeshToMesh3d_python.la IssmConfig_python.la MeshPartition_python.la MeshProfileIntersection_python.la NodeConnectivity_python.la Triangle_python.la ProcessRifts_python.la Chaco_python.la" || rm -f libISSMPython.la libISSMApi_python.la BamgConvertMesh_python.la BamgMesher_python.la BamgTriangulate_python.la ContourToMesh_python.la ContourToNodes_python.la ElementConnectivity_python.la ExpToLevelSet_python.la InterpFromGridToMesh_python.la InterpFromMesh2d_python.la InterpFromMeshToGrid_python.la InterpFromMeshToMesh2d_python.la InterpFromMeshToMesh3d_python.la IssmConfig_python.la MeshPartition_python.la MeshProfileIntersection_python.la NodeConnectivity_python.la Triangle_python.la ProcessRifts_python.la Chaco_python.la rm -f ./so_locations rm -rf .libs _libs rm -rf ../BamgConvertMesh/.libs ../BamgConvertMesh/_libs rm -rf ../BamgMesher/.libs ../BamgMesher/_libs rm -rf ../BamgTriangulate/.libs ../BamgTriangulate/_libs rm -rf ../Chaco/.libs ../Chaco/_libs rm -rf ../ContourToMesh/.libs ../ContourToMesh/_libs rm -rf ../ContourToNodes/.libs ../ContourToNodes/_libs rm -rf ../ElementConnectivity/.libs ../ElementConnectivity/_libs rm -rf ../ExpToLevelSet/.libs ../ExpToLevelSet/_libs rm -rf ../InterpFromGridToMesh/.libs ../InterpFromGridToMesh/_libs rm -rf ../InterpFromMesh2d/.libs ../InterpFromMesh2d/_libs rm -rf ../InterpFromMeshToGrid/.libs ../InterpFromMeshToGrid/_libs rm -rf ../InterpFromMeshToMesh2d/.libs ../InterpFromMeshToMesh2d/_libs rm -rf ../InterpFromMeshToMesh3d/.libs ../InterpFromMeshToMesh3d/_libs rm -rf ../IssmConfig/.libs ../IssmConfig/_libs rm -rf ../MeshPartition/.libs ../MeshPartition/_libs rm -rf ../MeshProfileIntersection/.libs ../MeshProfileIntersection/_libs rm -rf ../NodeConnectivity/.libs ../NodeConnectivity/_libs rm -rf ../ProcessRifts/.libs ../ProcessRifts/_libs rm -rf ../Triangle/.libs ../Triangle/_libs rm -rf ./io/.libs ./io/_libs rm -f *.o rm -f ../BamgConvertMesh/*.o rm -f ../BamgConvertMesh/*.lo rm -f ../BamgMesher/*.o rm -f ../BamgMesher/*.lo rm -f ../BamgTriangulate/*.o rm -f ../BamgTriangulate/*.lo rm -f ../Chaco/*.o rm -f ../Chaco/*.lo rm -f ../ContourToMesh/*.o rm -f ../ContourToMesh/*.lo rm -f ../ContourToNodes/*.o rm -f ../ContourToNodes/*.lo rm -f ../ElementConnectivity/*.o rm -f ../ElementConnectivity/*.lo rm -f ../ExpToLevelSet/*.o rm -f ../ExpToLevelSet/*.lo rm -f ../InterpFromGridToMesh/*.o rm -f ../InterpFromGridToMesh/*.lo rm -f ../InterpFromMesh2d/*.o rm -f ../InterpFromMesh2d/*.lo rm -f ../InterpFromMeshToGrid/*.o rm -f ../InterpFromMeshToGrid/*.lo rm -f ../InterpFromMeshToMesh2d/*.o rm -f ../InterpFromMeshToMesh2d/*.lo rm -f ../InterpFromMeshToMesh3d/*.o rm -f ../InterpFromMeshToMesh3d/*.lo rm -f ../IssmConfig/*.o rm -f ../IssmConfig/*.lo rm -f ../MeshPartition/*.o rm -f ../MeshPartition/*.lo rm -f ../MeshProfileIntersection/*.o rm -f ../MeshProfileIntersection/*.lo rm -f ../NodeConnectivity/*.o rm -f ../NodeConnectivity/*.lo rm -f ../ProcessRifts/*.o rm -f ../ProcessRifts/*.lo rm -f ../Triangle/*.o rm -f ../Triangle/*.lo rm -f ./io/*.o rm -f ./io/*.lo rm -f *.lo rm -f *.tab.c test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f ../BamgConvertMesh/.deps/.dirstamp rm -f ../BamgConvertMesh/.dirstamp rm -f ../BamgMesher/.deps/.dirstamp rm -f ../BamgMesher/.dirstamp rm -f ../BamgTriangulate/.deps/.dirstamp rm -f ../BamgTriangulate/.dirstamp rm -f ../Chaco/.deps/.dirstamp rm -f ../Chaco/.dirstamp rm -f ../ContourToMesh/.deps/.dirstamp rm -f ../ContourToMesh/.dirstamp rm -f ../ContourToNodes/.deps/.dirstamp rm -f ../ContourToNodes/.dirstamp rm -f ../ElementConnectivity/.deps/.dirstamp rm -f ../ElementConnectivity/.dirstamp rm -f ../ExpToLevelSet/.deps/.dirstamp rm -f ../ExpToLevelSet/.dirstamp rm -f ../InterpFromGridToMesh/.deps/.dirstamp rm -f ../InterpFromGridToMesh/.dirstamp rm -f ../InterpFromMesh2d/.deps/.dirstamp rm -f ../InterpFromMesh2d/.dirstamp rm -f ../InterpFromMeshToGrid/.deps/.dirstamp rm -f ../InterpFromMeshToGrid/.dirstamp rm -f ../InterpFromMeshToMesh2d/.deps/.dirstamp rm -f ../InterpFromMeshToMesh2d/.dirstamp rm -f ../InterpFromMeshToMesh3d/.deps/.dirstamp rm -f ../InterpFromMeshToMesh3d/.dirstamp rm -f ../IssmConfig/.deps/.dirstamp rm -f ../IssmConfig/.dirstamp rm -f ../MeshPartition/.deps/.dirstamp rm -f ../MeshPartition/.dirstamp rm -f ../MeshProfileIntersection/.deps/.dirstamp rm -f ../MeshProfileIntersection/.dirstamp rm -f ../NodeConnectivity/.deps/.dirstamp rm -f ../NodeConnectivity/.dirstamp rm -f ../ProcessRifts/.deps/.dirstamp rm -f ../ProcessRifts/.dirstamp rm -f ../Triangle/.deps/.dirstamp rm -f ../Triangle/.dirstamp rm -f io/.deps/.dirstamp rm -f io/.dirstamp rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f ../BamgConvertMesh/.deps/BamgConvertMesh_python_la-BamgConvertMesh.Plo rm -f ../BamgMesher/.deps/BamgMesher_python_la-BamgMesher.Plo rm -f ../BamgTriangulate/.deps/BamgTriangulate_python_la-BamgTriangulate.Plo rm -f ../Chaco/.deps/Chaco_python_la-Chaco.Plo rm -f ../ContourToMesh/.deps/ContourToMesh_python_la-ContourToMesh.Plo rm -f ../ContourToNodes/.deps/ContourToNodes_python_la-ContourToNodes.Plo rm -f ../ElementConnectivity/.deps/ElementConnectivity_python_la-ElementConnectivity.Plo rm -f ../ExpToLevelSet/.deps/ExpToLevelSet_python_la-ExpToLevelSet.Plo rm -f ../InterpFromGridToMesh/.deps/InterpFromGridToMesh_python_la-InterpFromGridToMesh.Plo rm -f ../InterpFromMesh2d/.deps/InterpFromMesh2d_python_la-InterpFromMesh2d.Plo rm -f ../InterpFromMeshToGrid/.deps/InterpFromMeshToGrid_python_la-InterpFromMeshToGrid.Plo rm -f ../InterpFromMeshToMesh2d/.deps/InterpFromMeshToMesh2d_python_la-InterpFromMeshToMesh2d.Plo rm -f ../InterpFromMeshToMesh3d/.deps/InterpFromMeshToMesh3d_python_la-InterpFromMeshToMesh3d.Plo rm -f ../IssmConfig/.deps/IssmConfig_python_la-IssmConfig.Plo rm -f ../MeshPartition/.deps/MeshPartition_python_la-MeshPartition.Plo rm -f ../MeshProfileIntersection/.deps/MeshProfileIntersection_python_la-MeshProfileIntersection.Plo rm -f ../NodeConnectivity/.deps/NodeConnectivity_python_la-NodeConnectivity.Plo rm -f ../ProcessRifts/.deps/ProcessRifts_python_la-ProcessRifts.Plo rm -f ../Triangle/.deps/Triangle_python_la-Triangle.Plo rm -f ./io/.deps/libISSMApi_python_la-ApiPrintf.Plo rm -f ./io/.deps/libISSMPython_la-CheckNumPythonArguments.Plo rm -f ./io/.deps/libISSMPython_la-FetchPythonData.Plo rm -f ./io/.deps/libISSMPython_la-WritePythonData.Plo rm -f Makefile rm -rf .libs _libs rm -f *.lo test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f Makefile rm -rf .libs _libs rm -f *.lo test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f Makefile rm -rf .libs _libs rm -f *.lo test -z "" || rm -f test . = "." || test -z "" || rm -f rm -f config.h stamp-h1 rm -f libtool config.lt rm -f TAGS ID GTAGS GRTAGS GSYMS GPATH tags rm -f cscope.out cscope.in.out cscope.po.out cscope.files rm -f config.status config.cache config.log configure.lineno config.status.lineno rm -f Makefile autoreconf: Entering directory `.' autoreconf: configure.ac: not using Gettext autoreconf: running: aclocal --force -I m4 autoreconf: configure.ac: tracing autoreconf: running: libtoolize --copy --force libtoolize: putting auxiliary files in AC_CONFIG_AUX_DIR, './aux-config'. libtoolize: copying file './aux-config/ltmain.sh' libtoolize: putting macros in AC_CONFIG_MACRO_DIRS, 'm4'. libtoolize: copying file 'm4/libtool.m4' libtoolize: copying file 'm4/ltoptions.m4' libtoolize: copying file 'm4/ltsugar.m4' libtoolize: copying file 'm4/ltversion.m4' libtoolize: copying file 'm4/lt~obsolete.m4' autoreconf: running: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/autotools/install/bin/autoconf --force autoreconf: running: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/autotools/install/bin/autoheader --force autoreconf: running: automake --add-missing --copy --force-missing configure.ac:17: installing './aux-config/compile' configure.ac:24: installing './aux-config/missing' src/c/Makefile.am: installing './aux-config/depcomp' autoreconf: Leaving directory `.' configure: ============================================================================ configure: = Ice-sheet and Sea-level System Model (ISSM) 2026.1 configuration = configure: ============================================================================ checking build system type... arm-apple-darwin24.6.0 checking host system type... arm-apple-darwin24.6.0 checking target system type... arm-apple-darwin24.6.0 checking for mpicc... mpicc checking whether the C compiler works... yes checking for C compiler default output file name... a.out checking for suffix of executables... checking whether we are cross compiling... no checking for suffix of object files... o checking whether we are using the GNU C compiler... yes checking whether mpicc accepts -g... yes checking for mpicc option to accept ISO C89... none needed checking whether mpicc understands -c and -o together... rm: conftest.dSYM: is a directory yes checking how to run the C preprocessor... mpicc -E checking for mpicxx... mpicxx checking whether we are using the GNU C++ compiler... yes checking whether mpicxx accepts -g... yes checking for mpifort... mpifort checking whether we are using the GNU Fortran 77 compiler... yes checking whether mpifort accepts -g... yes checking for mpifort... mpifort checking whether we are using the GNU Fortran compiler... yes checking whether mpifort accepts -g... yes checking for a BSD-compatible install... /usr/bin/install -c checking whether build environment is sane... yes checking for a thread-safe mkdir -p... ./aux-config/install-sh -c -d checking for gawk... no checking for mawk... no checking for nawk... no checking for awk... awk checking whether make sets $(MAKE)... yes checking whether make supports the include directive... yes (GNU style) checking whether make supports nested variables... yes checking dependency style of mpicc... gcc3 checking dependency style of mpicxx... gcc3 checking whether make supports nested variables... (cached) yes checking for ar... ar checking the archiver (ar) interface... ar checking how to print strings... printf checking for a sed that does not truncate output... /opt/homebrew/Cellar/gnu-sed/4.9/libexec/gnubin/sed checking for grep that handles long lines and -e... /usr/bin/grep checking for egrep... /usr/bin/grep -E checking for fgrep... /usr/bin/grep -F checking for ld used by mpicc... /Library/Developer/CommandLineTools/usr/bin/ld checking if the linker (/Library/Developer/CommandLineTools/usr/bin/ld) is GNU ld... no checking for BSD- or MS-compatible name lister (nm)... /usr/bin/nm -B checking the name lister (/usr/bin/nm -B) interface... rm: conftest.dSYM: is a directory BSD nm checking whether ln -s works... yes checking the maximum length of command line arguments... 786432 checking how to convert arm-apple-darwin24.6.0 file names to arm-apple-darwin24.6.0 format... func_convert_file_noop checking how to convert arm-apple-darwin24.6.0 file names to toolchain format... func_convert_file_noop checking for /Library/Developer/CommandLineTools/usr/bin/ld option to reload object files... -r checking for objdump... objdump checking how to recognize dependent libraries... pass_all checking for dlltool... no checking how to associate runtime and link libraries... printf %s\n checking for archiver @FILE support... rm: conftest.dSYM: is a directory no checking for strip... strip checking for ranlib... ranlib checking command to parse /usr/bin/nm -B output from mpicc object... rm: conftest.dSYM: is a directory ok checking for sysroot... no checking for a working dd... /bin/dd checking how to truncate binary pipes... /bin/dd bs=4096 count=1 checking for mt... no checking if : is a manifest tool... no checking for dsymutil... dsymutil checking for nmedit... nmedit checking for lipo... lipo checking for otool... otool checking for otool64... no checking for -single_module linker flag... ld: warning: -single_module is obsolete no checking for -exported_symbols_list linker flag... yes checking for -force_load linker flag... yes checking for ANSI C header files... yes checking for sys/types.h... yes checking for sys/stat.h... yes checking for stdlib.h... yes checking for string.h... yes checking for memory.h... yes checking for strings.h... yes checking for inttypes.h... yes checking for stdint.h... yes checking for unistd.h... yes checking for dlfcn.h... yes checking for objdir... .libs checking if mpicc supports -fno-rtti -fno-exceptions... yes checking for mpicc option to produce PIC... -fno-common -DPIC checking if mpicc PIC flag -fno-common -DPIC works... yes checking if mpicc static flag -static works... no checking if mpicc supports -c -o file.o... yes checking if mpicc supports -c -o file.o... (cached) yes checking whether the mpicc linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking whether stripping libraries is possible... yes checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking how to run the C++ preprocessor... mpicxx -E checking for ld used by mpicxx... /Library/Developer/CommandLineTools/usr/bin/ld checking if the linker (/Library/Developer/CommandLineTools/usr/bin/ld) is GNU ld... no checking whether the mpicxx linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking for mpicxx option to produce PIC... -fno-common -DPIC checking if mpicxx PIC flag -fno-common -DPIC works... yes checking if mpicxx static flag -static works... no checking if mpicxx supports -c -o file.o... yes checking if mpicxx supports -c -o file.o... (cached) yes checking whether the mpicxx linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking for mpifort option to produce PIC... -fno-common checking if mpifort PIC flag -fno-common works... yes checking if mpifort static flag -static works... no checking if mpifort supports -c -o file.o... yes checking if mpifort supports -c -o file.o... (cached) yes checking whether the mpifort linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate checking if libtool supports shared libraries... yes checking whether to build shared libraries... yes checking whether to build static libraries... no checking for mpifort option to produce PIC... -fno-common checking if mpifort PIC flag -fno-common works... yes checking if mpifort static flag -static works... no checking if mpifort supports -c -o file.o... yes checking if mpifort supports -c -o file.o... (cached) yes checking whether the mpifort linker (/Library/Developer/CommandLineTools/usr/bin/ld) supports shared libraries... yes checking dynamic linker characteristics... darwin24.6.0 dyld checking how to hardcode library paths into programs... immediate configure: ============================================================================ configure: = Checking ISSM specific options = configure: ============================================================================ checking for date... /bin/date checking for build date... Tue Jan 27 08:03:45 PST 2026 checking user name... jenkins checking host full OS name and version... darwin24.6.0 checking host cpu... arm checking vendor... apple checking host OS name... darwin24 checking host OS version... 24.6.0 checking host OS architecture... arm64 checking for debugging support... yes checking for development support... yes checking for standalone modules build... no checking for standalone executables build... no checking for standalone libraries build... no checking for wrappers compilation... yes checking operating system type... macOS checking if system copy of libc has fmemopen (macOS-only check)... yes checking for Xlib (graphics library)... done checking for MATLAB... yes checking MATLAB's mex compilation flags... done checking for JavaScript... no checking for triangle... yes checking for Boost... yes checking for Boost version... 1.73 checking for Dakota... yes checking for Dakota version... 6.2 checking for Dakota major version... 6 checking for Dakota minor version... 2 checking for Dakota build version... 0 checking for Python... no checking for Python... no checking for python-numpy... no checking for Chaco... yes checking for ESMF... no checking for CoDiPack... no checking for tape allocation... no checking for ADOL-C... no checking for ADOL-C version... 2 checking for ATLAS and CBLAS libraries... no checking for GSL... no checking for AMPI... no checking for MeDiPack... no checking for AdjointPETSc... no checking for HDF5 libraries... yes checking for PETSc... yes checking for PETSc version... 3.23 checking whether PETSc is the development version... no checking for PETSc libraries and header files in /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install... done checking for MPI... yes checking for METIS... yes checking for ParMETIS... yes checking for TAO... yes checking for M1QN3... yes checking for PROJ... yes checking for ScaLAPACK... yes checking for BLAS/LAPACK... yes checking for MKL... no checking for PlaLAPACK... no checking for MPLAPACK... no checking for MUMPS... yes checking for BLACS... no checking for HYPRE... no checking for Prometheus... no checking for SEMIC... yes checking for SPAI... no checking for SuperLU... no checking for SPOOLES... no checking for PaStiX... no checking for ml... no checking for UMFPACK... no checking for libm... done checking for Fortran compilation... yes checking for Fortran library... done checking for NeoPZ... no checking for Gmsh... no checking for BAMG capability compilation... yes checking for ice/ocean coupling capability compilation... no checking for kriging capability compilation... yes checking for performance measurements support... no checking for HydrologyTws capability compilation... yes checking for AdjointBalancethickness2 capability compilation... yes checking for AdjointBalancethickness capability compilation... yes checking for AdjointHoriz capability compilation... yes checking for Age capability compilation... yes checking for Balancethickness2 capability compilation... yes checking for Balancethickness capability compilation... yes checking for BalancethicknessSoft capability compilation... yes checking for Balancevelocity capability compilation... yes checking for DamageEvolution capability compilation... yes checking for Debris capability compilation... yes checking for DepthAverage capability compilation... yes checking for Enthalpy capability compilation... yes checking for Esa capability compilation... yes checking for Extrapolation capability compilation... yes checking for ExtrudeFromBase capability compilation... yes checking for ExtrudeFromTop capability compilation... yes checking for FreeSurfaceBase capability compilation... yes checking for FreeSurfaceTop capability compilation... yes checking for GLheightadvection capability compilation... yes checking for HydrologyDCEfficient capability compilation... yes checking for HydrologyDCInefficient capability compilation... yes checking for HydrologyGlaDS capability compilation... yes checking for HydrologyPism capability compilation... yes checking for HydrologyShakti capability compilation... yes checking for HydrologyShreve capability compilation... yes checking for HydrologyArmapw capability compilation... yes checking for L2ProjectionBase capability compilation... yes checking for L2ProjectionEPL capability compilation... yes checking for Levelset capability compilation... yes checking for Love capability compilation... yes checking for Masstransport capability compilation... yes checking for Mmemasstransport capability compilation... yes checking for Melting capability compilation... yes checking for Oceantransport capability compilation... yes checking for Recovery capability compilation... yes checking for Sampling capability compilation... yes checking for Sealevelchange capability compilation... yes checking for Smb capability compilation... yes checking for Smooth capability compilation... yes checking for Stressbalance capability compilation... yes checking for StressbalanceSIA capability compilation... yes checking for StressbalanceVertical capability compilation... yes checking for Thermal capability compilation... yes checking for UzawaPressure capability compilation... yes checking for number of threads... 8 checking for 64-bit indices... 0 checking consistency between all external packages... done checking for C++ optimization flags... DEPRECATED checking that generated files are newer than configure... done configure: creating ./config.status config.status: creating Makefile config.status: creating src/Makefile config.status: creating src/c/Makefile config.status: creating src/m/Makefile config.status: creating src/wrappers/Makefile config.status: creating src/wrappers/python/Makefile config.status: creating src/wrappers/matlab/Makefile config.status: creating src/wrappers/javascript/Makefile config.status: creating ./config.h config.status: executing depfiles commands config.status: executing libtool commands ====================================================== Compiling ISSM ====================================================== Making with 4 CPUs /Library/Developer/CommandLineTools/usr/bin/make all-recursive Making all in src Making all in c CXX classes/libISSMCore_la-DependentObject.lo CXX classes/libISSMCore_la-Contours.lo CXX classes/libISSMCore_la-Vertices.lo CXX classes/libISSMCore_la-Nodes.lo CXX classes/libISSMCore_la-Numberedcostfunction.lo CXX classes/libISSMCore_la-Misfit.lo CXX classes/libISSMCore_la-Cfsurfacesquare.lo CXX classes/libISSMCore_la-Cfsurfacesquaretransient.lo CXX classes/libISSMCore_la-Cfdragcoeffabsgrad.lo CXX classes/libISSMCore_la-Cfdragcoeffabsgradtransient.lo CXX classes/libISSMCore_la-Cfrheologybbarabsgrad.lo CXX classes/libISSMCore_la-Cfrheologybbarabsgradtransient.lo CXX classes/libISSMCore_la-Cfsurfacelogvel.lo CXX classes/libISSMCore_la-Cflevelsetmisfit.lo CXX classes/libISSMCore_la-Regionaloutput.lo CXX classes/libISSMCore_la-Nodalvalue.lo CXX classes/libISSMCore_la-Node.lo CXX classes/libISSMCore_la-Vertex.lo CXX classes/libISSMCore_la-Hook.lo CXX classes/libISSMCore_la-Radar.lo CXX classes/libISSMCore_la-BarystaticContributions.lo CXX classes/Constraints/libISSMCore_la-Constraints.lo CXX classes/Constraints/libISSMCore_la-SpcStatic.lo CXX classes/Constraints/libISSMCore_la-SpcDynamic.lo CXX classes/Loads/libISSMCore_la-Channel.lo CXX classes/Loads/libISSMCore_la-Loads.lo CXX classes/Loads/libISSMCore_la-Penpair.lo CXX classes/Loads/libISSMCore_la-Pengrid.lo CXX classes/Loads/libISSMCore_la-Moulin.lo CXX classes/Loads/libISSMCore_la-Numericalflux.lo CXX classes/Loads/libISSMCore_la-Neumannflux.lo CXX classes/libISSMCore_la-Profiler.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateFaces.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateEdges.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateSingleNodeToElementConnectivity.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateNumberNodeToElementConnectivity.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateElementsVerticesAndMaterials.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateNodes.lo CXX main/libISSMCore_la-EnvironmentInit.lo CXX main/libISSMCore_la-EnvironmentFinalize.lo CXX classes/libISSMCore_la-RiftStruct.lo CXX cores/libISSMCore_la-transient_core.lo CXX cores/libISSMCore_la-steadystate_core.lo CXX cores/libISSMCore_la-masstransport_core.lo CXX cores/libISSMCore_la-mmemasstransport_core.lo CXX cores/libISSMCore_la-oceantransport_core.lo CXX cores/libISSMCore_la-depthaverage_core.lo CXX cores/libISSMCore_la-extrudefrombase_core.lo CXX cores/libISSMCore_la-extrudefromtop_core.lo CXX cores/libISSMCore_la-thermal_core.lo CXX cores/libISSMCore_la-smb_core.lo CXX cores/libISSMCore_la-bmb_core.lo CXX cores/libISSMCore_la-debris_core.lo CXX solutionsequences/libISSMCore_la-solutionsequence_thermal_nonlinear.lo CXX shared/Numerics/libISSMCore_la-BrentSearch.lo CXX cores/libISSMCore_la-control_core.lo CXX cores/libISSMCore_la-controltao_core.lo CXX cores/libISSMCore_la-controlm1qn3_core.lo CXX cores/libISSMCore_la-controladm1qn3_core.lo CXX cores/libISSMCore_la-controlvalidation_core.lo CXX cores/libISSMCore_la-adjointstressbalance_core.lo CXX cores/libISSMCore_la-adjointbalancethickness_core.lo CXX cores/libISSMCore_la-adjointbalancethickness2_core.lo CXX cores/libISSMCore_la-AdjointCorePointerFromSolutionEnum.lo CXX solutionsequences/libISSMCore_la-solutionsequence_adjoint_linear.lo CXX cores/libISSMCore_la-hydrology_core.lo CXX solutionsequences/libISSMCore_la-solutionsequence_hydro_nonlinear.lo CXX solutionsequences/libISSMCore_la-solutionsequence_shakti_nonlinear.lo CXX solutionsequences/libISSMCore_la-solutionsequence_glads_nonlinear.lo CXX cores/libISSMCore_la-stressbalance_core.lo CXX solutionsequences/libISSMCore_la-solutionsequence_stokescoupling_nonlinear.lo CXX cores/libISSMCore_la-balancethickness_core.lo CXX cores/libISSMCore_la-balancethickness2_core.lo CXX cores/libISSMCore_la-balancevelocity_core.lo CXX cores/libISSMCore_la-dummy_core.lo CXX cores/libISSMCore_la-surfaceslope_core.lo CXX cores/libISSMCore_la-bedslope_core.lo CXX cores/libISSMCore_la-damage_core.lo CXX cores/libISSMCore_la-levelsetfunctionslope_core.lo CXX cores/libISSMCore_la-movingfront_core.lo CXX cores/libISSMCore_la-groundingline_core.lo CXX classes/Loads/libISSMCore_la-Riftfront.lo CXX modules/ConstraintsStatex/libISSMCore_la-RiftConstraintsState.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateOutputDefinitions.lo CXX cores/libISSMCore_la-dakota_core.lo CXX analyses/libISSMCore_la-AdjointBalancethicknessAnalysis.lo CXX analyses/libISSMCore_la-AdjointBalancethickness2Analysis.lo CXX analyses/libISSMCore_la-AdjointHorizAnalysis.lo CXX analyses/libISSMCore_la-AgeAnalysis.lo CXX analyses/libISSMCore_la-BalancethicknessAnalysis.lo CXX analyses/libISSMCore_la-Balancethickness2Analysis.lo CXX analyses/libISSMCore_la-BalancethicknessSoftAnalysis.lo CXX analyses/libISSMCore_la-BalancevelocityAnalysis.lo CXX analyses/libISSMCore_la-L2ProjectionBaseAnalysis.lo CXX analyses/libISSMCore_la-DamageEvolutionAnalysis.lo CXX analyses/libISSMCore_la-DebrisAnalysis.lo CXX analyses/libISSMCore_la-StressbalanceAnalysis.lo CXX analyses/libISSMCore_la-UzawaPressureAnalysis.lo CXX analyses/libISSMCore_la-StressbalanceSIAAnalysis.lo CXX analyses/libISSMCore_la-StressbalanceVerticalAnalysis.lo CXX analyses/libISSMCore_la-EnthalpyAnalysis.lo CXX analyses/libISSMCore_la-GLheightadvectionAnalysis.lo CXX analyses/libISSMCore_la-HydrologyShreveAnalysis.lo CXX analyses/libISSMCore_la-HydrologyTwsAnalysis.lo CXX analyses/libISSMCore_la-HydrologyShaktiAnalysis.lo CXX analyses/libISSMCore_la-HydrologyPismAnalysis.lo CXX analyses/libISSMCore_la-HydrologyGlaDSAnalysis.lo CXX analyses/libISSMCore_la-HydrologyDCInefficientAnalysis.lo CXX analyses/libISSMCore_la-HydrologyDCEfficientAnalysis.lo CXX analyses/libISSMCore_la-HydrologyArmapwAnalysis.lo CXX analyses/libISSMCore_la-L2ProjectionEPLAnalysis.lo CXX analyses/libISSMCore_la-MeltingAnalysis.lo CXX analyses/libISSMCore_la-MasstransportAnalysis.lo CXX analyses/libISSMCore_la-MmemasstransportAnalysis.lo CXX analyses/libISSMCore_la-OceantransportAnalysis.lo CXX analyses/libISSMCore_la-SmbAnalysis.lo CXX analyses/libISSMCore_la-FreeSurfaceBaseAnalysis.lo CXX analyses/libISSMCore_la-FreeSurfaceTopAnalysis.lo CXX analyses/libISSMCore_la-ExtrudeFromBaseAnalysis.lo CXX analyses/libISSMCore_la-ExtrudeFromTopAnalysis.lo CXX analyses/libISSMCore_la-DepthAverageAnalysis.lo CXX analyses/libISSMCore_la-ThermalAnalysis.lo CXX analyses/libISSMCore_la-SmoothAnalysis.lo CXX analyses/libISSMCore_la-LevelsetAnalysis.lo CXX analyses/libISSMCore_la-ExtrapolationAnalysis.lo CXX cores/libISSMCore_la-love_core.lo CXX analyses/libISSMCore_la-LoveAnalysis.lo CXX cores/libISSMCore_la-esa_core.lo CXX analyses/libISSMCore_la-EsaAnalysis.lo CXX cores/libISSMCore_la-sampling_core.lo CXX analyses/libISSMCore_la-SamplingAnalysis.lo CXX cores/libISSMCore_la-sealevelchange_core.lo CXX analyses/libISSMCore_la-SealevelchangeAnalysis.lo CXX classes/libISSMCore_la-GrdLoads.lo CXX classes/libISSMCore_la-SealevelGeometry.lo FC modules/SurfaceMassBalancex/run_semic.lo FC modules/SurfaceMassBalancex/run_semic_transient.lo CXX shared/String/ApiPrintf.lo CXX modules/Krigingx/libISSMModules_la-Krigingx.lo CXX modules/Krigingx/libISSMModules_la-pKrigingx.lo CXX main/issm_slc-issm_slc.o CXX main/kriging-kriging.o CXX main/issm_dakota-issm_dakota.o CXX main/issm_post-issm_post.o CXX main/issm-issm.o CXX bamg/libISSMCore_la-BamgGeom.lo CXX bamg/libISSMCore_la-BamgMesh.lo CXX bamg/libISSMCore_la-BamgOpts.lo CXX bamg/libISSMCore_la-CrackedEdge.lo CXX bamg/libISSMCore_la-Curve.lo CXX bamg/libISSMCore_la-Edge.lo CXX bamg/libISSMCore_la-GeomEdge.lo CXX bamg/libISSMCore_la-GeomSubDomain.lo CXX bamg/libISSMCore_la-GeomVertex.lo CXX bamg/libISSMCore_la-Geometry.lo CXX bamg/libISSMCore_la-ListofIntersectionTriangles.lo CXX bamg/libISSMCore_la-EigenMetric.lo CXX bamg/libISSMCore_la-Metric.lo CXX bamg/libISSMCore_la-BamgQuadtree.lo CXX bamg/libISSMCore_la-SetOfE4.lo CXX bamg/libISSMCore_la-SubDomain.lo CXX bamg/libISSMCore_la-AdjacentTriangle.lo CXX bamg/libISSMCore_la-Triangle.lo CXX bamg/libISSMCore_la-BamgVertex.lo CXX bamg/libISSMCore_la-VertexOnEdge.lo CXX bamg/libISSMCore_la-VertexOnGeom.lo CXX bamg/libISSMCore_la-VertexOnVertex.lo CXX bamg/libISSMCore_la-Mesh.lo CXX shared/Bamg/libISSMCore_la-BigPrimeNumber.lo CXX modules/Bamgx/libISSMCore_la-Bamgx.lo CXX modules/BamgConvertMeshx/libISSMCore_la-BamgConvertMeshx.lo CXX modules/BamgTriangulatex/libISSMCore_la-BamgTriangulatex.lo CXX classes/libISSMCore_la-AmrBamg.lo CXX datastructures/libISSMCore_la-DataSet.lo CXX classes/gauss/libISSMCore_la-GaussSeg.lo CXX classes/gauss/libISSMCore_la-GaussTria.lo CXX classes/gauss/libISSMCore_la-GaussTetra.lo CXX classes/gauss/libISSMCore_la-GaussPenta.lo CXX classes/libISSMCore_la-IoModel.lo CXX classes/libISSMCore_la-FemModel.lo CXX classes/Loads/libISSMCore_la-Friction.lo CXX classes/Constraints/libISSMCore_la-SpcTransient.lo CXX classes/ExternalResults/libISSMCore_la-Results.lo CXX classes/Elements/libISSMCore_la-Element.lo CXX classes/Elements/libISSMCore_la-Elements.lo CXX classes/Elements/libISSMCore_la-ElementHook.lo CXX classes/Elements/libISSMCore_la-Seg.lo CXX classes/Elements/libISSMCore_la-SegRef.lo CXX classes/Elements/libISSMCore_la-Tria.lo CXX classes/Elements/libISSMCore_la-TriaRef.lo CXX classes/Elements/libISSMCore_la-Tetra.lo CXX classes/Elements/libISSMCore_la-TetraRef.lo CXX classes/Elements/libISSMCore_la-Penta.lo CXX classes/Elements/libISSMCore_la-PentaRef.lo CXX classes/Materials/libISSMCore_la-Materials.lo CXX classes/Materials/libISSMCore_la-Matice.lo CXX classes/Materials/libISSMCore_la-Matlitho.lo CXX classes/Materials/libISSMCore_la-Matestar.lo CXX classes/matrix/libISSMCore_la-ElementMatrix.lo CXX classes/matrix/libISSMCore_la-ElementVector.lo CXX classes/Params/libISSMCore_la-Parameters.lo CXX classes/Params/libISSMCore_la-BoolParam.lo CXX classes/Params/libISSMCore_la-ControlParam.lo CXX classes/Params/libISSMCore_la-IntParam.lo CXX classes/Params/libISSMCore_la-IntVecParam.lo CXX classes/Params/libISSMCore_la-IntMatParam.lo CXX classes/Params/libISSMCore_la-DoubleParam.lo CXX classes/Params/libISSMCore_la-FileParam.lo CXX classes/Params/libISSMCore_la-StringArrayParam.lo CXX classes/Params/libISSMCore_la-DoubleMatParam.lo CXX classes/Params/libISSMCore_la-DoubleTransientMatParam.lo CXX classes/Params/libISSMCore_la-DoubleMatArrayParam.lo CXX classes/Params/libISSMCore_la-DoubleVecParam.lo CXX classes/Params/libISSMCore_la-StringParam.lo CXX classes/Params/libISSMCore_la-MatrixParam.lo CXX classes/Params/libISSMCore_la-VectorParam.lo CXX classes/Params/libISSMCore_la-TransientParam.lo CXX classes/Params/libISSMCore_la-TransientArrayParam.lo CXX classes/Params/libISSMCore_la-TransientGriddedFieldParam.lo CXX classes/Params/libISSMCore_la-DataSetParam.lo CXX shared/Matrix/libISSMCore_la-MatrixUtils.lo CXX shared/io/Disk/libISSMCore_la-pfopen.lo CXX shared/io/Disk/libISSMCore_la-pfclose.lo CXX shared/io/Disk/libISSMCore_la-WriteLockFile.lo CXX shared/io/Print/libISSMCore_la-PrintfFunction.lo CXX shared/io/Comm/libISSMCore_la-IssmComm.lo CXX shared/io/Marshalling/libISSMCore_la-IoCodeConversions.lo CXX shared/io/Marshalling/libISSMCore_la-Marshalling.lo CXX shared/LatLong/libISSMCore_la-Ll2xyx.lo CXX shared/LatLong/libISSMCore_la-Xy2llx.lo CXX shared/FSanalyticals/libISSMCore_la-fsanalyticals.lo CXX shared/Enum/libISSMCore_la-EnumToStringx.lo CXX shared/Enum/libISSMCore_la-StringToEnumx.lo CXX shared/Numerics/libISSMCore_la-Verbosity.lo CXX shared/Numerics/libISSMCore_la-GaussPoints.lo CXX shared/Numerics/libISSMCore_la-cross.lo CXX shared/Numerics/libISSMCore_la-cubic.lo CXX shared/Numerics/libISSMCore_la-NewtonSolveDnorm.lo CXX shared/Numerics/libISSMCore_la-ODE1.lo CXX shared/Numerics/libISSMCore_la-extrema.lo CXX shared/Numerics/libISSMCore_la-legendre.lo CXX shared/Numerics/libISSMCore_la-XZvectorsToCoordinateSystem.lo CXX shared/Numerics/libISSMCore_la-Normals.lo CXX shared/Numerics/libISSMCore_la-Interpolation.lo CXX shared/Exceptions/libISSMCore_la-Exceptions.lo CXX shared/Sorting/libISSMCore_la-binary_search.lo CXX shared/Elements/libISSMCore_la-Cuffey.lo CXX shared/Elements/libISSMCore_la-BuddJacka.lo CXX shared/Elements/libISSMCore_la-CuffeyTemperate.lo CXX shared/Elements/libISSMCore_la-StressIntensityIntegralWeight.lo CXX shared/Elements/libISSMCore_la-Paterson.lo CXX shared/Elements/libISSMCore_la-Arrhenius.lo CXX shared/Elements/libISSMCore_la-NyeCO2.lo CXX shared/Elements/libISSMCore_la-NyeH2O.lo CXX shared/Elements/libISSMCore_la-LliboutryDuval.lo CXX shared/Elements/libISSMCore_la-PrintArrays.lo CXX shared/Elements/libISSMCore_la-PddSurfaceMassBalance.lo CXX shared/Elements/libISSMCore_la-PddSurfaceMassBalanceSicopolis.lo CXX shared/Elements/libISSMCore_la-ComputeDelta18oTemperaturePrecipitation.lo CXX shared/Elements/libISSMCore_la-ComputeMungsmTemperaturePrecipitation.lo CXX shared/Elements/libISSMCore_la-ComputeD18OTemperaturePrecipitationFromPD.lo CXX shared/Elements/libISSMCore_la-DrainageFunctionWaterfraction.lo CXX shared/Elements/libISSMCore_la-EstarComponents.lo CXX shared/Random/libISSMCore_la-random.lo CXX shared/Random/libISSMCore_la-randomgenerator.lo CXX shared/String/libISSMCore_la-DescriptorIndex.lo CXX toolkits/issm/libISSMCore_la-IssmToolkitUtils.lo CXX toolkits/issm/libISSMCore_la-IssmSolver.lo CXX toolkits/mpi/libISSMCore_la-issmmpi.lo CXX toolkits/mpi/commops/libISSMCore_la-DetermineLocalSize.lo CXX toolkits/mpi/commops/libISSMCore_la-DetermineGlobalSize.lo CXX toolkits/mpi/commops/libISSMCore_la-DetermineRowRankFromLocalSize.lo CXX toolkits/mpi/commops/libISSMCore_la-GetOwnershipBoundariesFromRange.lo CXX toolkits/libISSMCore_la-ToolkitOptions.lo CXX modules/MmeToInputFromIdx/libISSMCore_la-MmeToInputFromIdx.lo CXX modules/MmeToInputx/libISSMCore_la-MmeToInputx.lo CXX modules/ModelProcessorx/libISSMCore_la-ModelProcessorx.lo CXX modules/ModelProcessorx/libISSMCore_la-ElementsAndVerticesPartitioning.lo CXX modules/ModelProcessorx/libISSMCore_la-EdgesPartitioning.lo CXX modules/ModelProcessorx/libISSMCore_la-FacesPartitioning.lo CXX modules/ModelProcessorx/libISSMCore_la-CreateParameters.lo CXX modules/ModelProcessorx/Autodiff/libISSMCore_la-CreateParametersAutodiff.lo CXX modules/ParseToolkitsOptionsx/libISSMCore_la-ParseToolkitsOptionsx.lo CXX modules/NodesDofx/libISSMCore_la-NodesDofx.lo CXX modules/NodalValuex/libISSMCore_la-NodalValuex.lo CXX modules/VertexCoordinatesx/libISSMCore_la-VertexCoordinatesx.lo CXX modules/ElementCoordinatesx/libISSMCore_la-ElementCoordinatesx.lo CXX modules/OutputResultsx/libISSMCore_la-OutputResultsx.lo CXX modules/InputDepthAverageAtBasex/libISSMCore_la-InputDepthAverageAtBasex.lo CXX modules/InputDuplicatex/libISSMCore_la-InputDuplicatex.lo CXX modules/InputExtrudex/libISSMCore_la-InputExtrudex.lo CXX modules/SurfaceAreax/libISSMCore_la-SurfaceAreax.lo CXX modules/AllocateSystemMatricesx/libISSMCore_la-AllocateSystemMatricesx.lo CXX modules/CreateJacobianMatrixx/libISSMCore_la-CreateJacobianMatrixx.lo CXX modules/SystemMatricesx/libISSMCore_la-SystemMatricesx.lo CXX modules/CreateNodalConstraintsx/libISSMCore_la-CreateNodalConstraintsx.lo CXX modules/UpdateDynamicConstraintsx/libISSMCore_la-UpdateDynamicConstraintsx.lo CXX modules/IoModelToConstraintsx/libISSMCore_la-IoModelToConstraintsx.lo CXX modules/SetActiveNodesLSMx/libISSMCore_la-SetActiveNodesLSMx.lo CXX modules/InputUpdateFromConstantx/libISSMCore_la-InputUpdateFromConstantx.lo CXX modules/InputUpdateFromSolutionx/libISSMCore_la-InputUpdateFromSolutionx.lo CXX modules/GeothermalFluxx/libISSMCore_la-GeothermalFluxx.lo CXX modules/GetSolutionFromInputsx/libISSMCore_la-GetSolutionFromInputsx.lo CXX modules/GetVectorFromInputsx/libISSMCore_la-GetVectorFromInputsx.lo CXX modules/InputUpdateFromVectorx/libISSMCore_la-InputUpdateFromVectorx.lo CXX modules/FloatingiceMeltingRatex/libISSMCore_la-FloatingiceMeltingRatex.lo CXX modules/FloatingiceMeltingRatePicox/libISSMCore_la-FloatingiceMeltingRatePicox.lo CXX modules/FrontalForcingsx/libISSMCore_la-FrontalForcingsx.lo CXX modules/ConfigureObjectsx/libISSMCore_la-ConfigureObjectsx.lo CXX modules/SpcNodesx/libISSMCore_la-SpcNodesx.lo CXX modules/SurfaceMassBalancex/libISSMCore_la-SurfaceMassBalancex.lo CXX modules/SurfaceMassBalancex/libISSMCore_la-Gembx.lo CXX modules/Reducevectorgtofx/libISSMCore_la-Reducevectorgtofx.lo CXX modules/Reduceloadx/libISSMCore_la-Reduceloadx.lo CXX modules/ConstraintsStatex/libISSMCore_la-ConstraintsStatex.lo CXX modules/ResetConstraintsx/libISSMCore_la-ResetConstraintsx.lo CXX modules/ResetFSBasalBoundaryConditionx/libISSMCore_la-ResetFSBasalBoundaryConditionx.lo CXX modules/Solverx/libISSMCore_la-Solverx.lo CXX modules/StochasticForcingx/libISSMCore_la-StochasticForcingx.lo CXX modules/Mergesolutionfromftogx/libISSMCore_la-Mergesolutionfromftogx.lo CXX modules/UpdateMmesx/libISSMCore_la-UpdateMmesx.lo CXX cores/libISSMCore_la-ProcessArguments.lo CXX cores/libISSMCore_la-ResetBoundaryConditions.lo CXX cores/libISSMCore_la-WrapperCorePointerFromSolutionEnum.lo CXX cores/libISSMCore_la-WrapperPreCorePointerFromSolutionEnum.lo CXX cores/libISSMCore_la-CorePointerFromSolutionEnum.lo CXX cores/libISSMCore_la-ad_core.lo CXX analyses/libISSMCore_la-EnumToAnalysis.lo CXX solutionsequences/libISSMCore_la-solutionsequence_la.lo CXX solutionsequences/libISSMCore_la-solutionsequence_la_theta.lo CXX solutionsequences/libISSMCore_la-solutionsequence_linear.lo CXX solutionsequences/libISSMCore_la-solutionsequence_nonlinear.lo CXX solutionsequences/libISSMCore_la-solutionsequence_newton.lo CXX solutionsequences/libISSMCore_la-solutionsequence_fct.lo CXX solutionsequences/libISSMCore_la-solutionsequence_schurcg.lo CXX solutionsequences/libISSMCore_la-solutionsequence_sampling.lo CXX solutionsequences/libISSMCore_la-convergence.lo CXX classes/Options/libISSMCore_la-Options.lo CXX modules/ModelProcessorx/Transient/libISSMCore_la-UpdateElementsTransient.lo CXX modules/ModelProcessorx/Transient/libISSMCore_la-UpdateParametersTransient.lo CXX modules/ControlInputSetGradientx/libISSMCore_la-ControlInputSetGradientx.lo CXX modules/GetVectorFromControlInputsx/libISSMCore_la-GetVectorFromControlInputsx.lo CXX modules/SetControlInputsFromVectorx/libISSMCore_la-SetControlInputsFromVectorx.lo CXX modules/ModelProcessorx/Control/libISSMCore_la-CreateParametersControl.lo CXX modules/ModelProcessorx/Control/libISSMCore_la-UpdateElementsAndMaterialsControl.lo CXX modules/SurfaceAbsVelMisfitx/libISSMCore_la-SurfaceAbsVelMisfitx.lo CXX modules/SurfaceRelVelMisfitx/libISSMCore_la-SurfaceRelVelMisfitx.lo CXX modules/SurfaceLogVelMisfitx/libISSMCore_la-SurfaceLogVelMisfitx.lo CXX modules/SurfaceLogVxVyMisfitx/libISSMCore_la-SurfaceLogVxVyMisfitx.lo CXX modules/SurfaceAverageVelMisfitx/libISSMCore_la-SurfaceAverageVelMisfitx.lo CXX modules/ThicknessAbsMisfitx/libISSMCore_la-ThicknessAbsMisfitx.lo CXX modules/Gradjx/libISSMCore_la-Gradjx.lo CXX modules/DragCoefficientAbsGradientx/libISSMCore_la-DragCoefficientAbsGradientx.lo CXX modules/ThicknessAlongGradientx/libISSMCore_la-ThicknessAlongGradientx.lo CXX modules/ThicknessAcrossGradientx/libISSMCore_la-ThicknessAcrossGradientx.lo CXX modules/RheologyBbarAbsGradientx/libISSMCore_la-RheologyBbarAbsGradientx.lo CXX modules/RheologyBAbsGradientx/libISSMCore_la-RheologyBAbsGradientx.lo CXX modules/GroundinglineMigrationx/libISSMCore_la-GroundinglineMigrationx.lo CXX modules/OutputDefinitionsResponsex/libISSMCore_la-OutputDefinitionsResponsex.lo CXX modules/InterpFromMeshToMesh2dx/libISSMCore_la-InterpFromMeshToMesh2dx.lo CXX classes/Inputs/libISSMCore_la-Inputs.lo CXX classes/Inputs/libISSMCore_la-BoolInput.lo CXX classes/Inputs/libISSMCore_la-DoubleInput.lo CXX classes/Inputs/libISSMCore_la-IntInput.lo CXX classes/Inputs/libISSMCore_la-ElementInput.lo CXX classes/Inputs/libISSMCore_la-SegInput.lo CXX classes/Inputs/libISSMCore_la-TriaInput.lo CXX classes/Inputs/libISSMCore_la-PentaInput.lo CXX classes/Inputs/libISSMCore_la-DatasetInput.lo CXX classes/Inputs/libISSMCore_la-ControlInput.lo CXX classes/Inputs/libISSMCore_la-TransientInput.lo CXX classes/Inputs/libISSMCore_la-TransientFileInput.lo CXX classes/Inputs/libISSMCore_la-ArrayInput.lo CXX classes/Inputs/libISSMCore_la-IntArrayInput.lo CXX classes/Dakota/libISSMCore_la-IssmParallelDirectApplicInterface.lo CXX modules/InputUpdateFromDakotax/libISSMCore_la-InputUpdateFromDakotax.lo CXX modules/InputUpdateFromVectorDakotax/libISSMCore_la-InputUpdateFromVectorDakotax.lo CXX modules/InputUpdateFromMatrixDakotax/libISSMCore_la-InputUpdateFromMatrixDakotax.lo CXX modules/AverageOntoPartitionx/libISSMCore_la-AverageOntoPartitionx.lo CXX modules/ModelProcessorx/Dakota/libISSMCore_la-CreateParametersDakota.lo CXX modules/ModelProcessorx/Dakota/libISSMCore_la-UpdateElementsAndMaterialsDakota.lo CXX modules/QmuStatisticsx/libISSMCore_la-QmuStatisticsx.lo CXX toolkits/petsc/patches/libISSMCore_la-VecToMPISerial.lo CXX toolkits/petsc/patches/libISSMCore_la-MatToMPISerial.lo CXX toolkits/petsc/patches/libISSMCore_la-NewVec.lo CXX toolkits/petsc/patches/libISSMCore_la-PetscOptionsDetermineSolverType.lo CXX toolkits/petsc/patches/libISSMCore_la-NewMat.lo CXX toolkits/petsc/patches/libISSMCore_la-VecFree.lo CXX toolkits/petsc/patches/libISSMCore_la-KSPFree.lo CXX toolkits/petsc/patches/libISSMCore_la-MatFree.lo CXX toolkits/petsc/patches/libISSMCore_la-ISSMToPetscMatrixType.lo CXX toolkits/petsc/patches/libISSMCore_la-ISSMToPetscInsertMode.lo CXX toolkits/petsc/patches/libISSMCore_la-ISSMToPetscNormMode.lo CXX toolkits/petsc/objects/libISSMCore_la-PetscMat.lo CXX toolkits/petsc/objects/libISSMCore_la-PetscVec.lo CXX toolkits/petsc/objects/libISSMCore_la-PetscSolver.lo CXX toolkits/mumps/libISSMCore_la-MumpsSolve.lo CXX modules/CoordinateSystemTransformx/libISSMCore_la-CoordinateSystemTransformx.lo CXX modules/Damagex/libISSMCore_la-Damagex.lo CXX modules/Calvingx/libISSMCore_la-Calvingx.lo CXX modules/KillIcebergsx/libISSMCore_la-KillIcebergsx.lo CXX modules/Zgesvx/libISSMCore_la-Zgesvx.lo F77 modules/Zgesvx/libISSMCore_la-dcabs1.lo F77 modules/Zgesvx/libISSMCore_la-dlamch.lo F77 modules/Zgesvx/libISSMCore_la-ieeeck.lo F77 modules/Zgesvx/libISSMCore_la-ilaenv.lo F77 modules/Zgesvx/libISSMCore_la-iparmq.lo F77 modules/Zgesvx/libISSMCore_la-izamax.lo F77 modules/Zgesvx/libISSMCore_la-lsame.lo F77 modules/Zgesvx/libISSMCore_la-xerbla.lo F77 modules/Zgesvx/libISSMCore_la-zgemm.lo F77 modules/Zgesvx/libISSMCore_la-zgeru.lo F77 modules/Zgesvx/libISSMCore_la-zgesv.lo F77 modules/Zgesvx/libISSMCore_la-zgetf2.lo F77 modules/Zgesvx/libISSMCore_la-zgetrf2.lo F77 modules/Zgesvx/libISSMCore_la-zgetrf.lo F77 modules/Zgesvx/libISSMCore_la-zgetrs.lo F77 modules/Zgesvx/libISSMCore_la-zlaswp.lo F77 modules/Zgesvx/libISSMCore_la-zscal.lo F77 modules/Zgesvx/libISSMCore_la-zswap.lo F77 modules/Zgesvx/libISSMCore_la-ztrsm.lo CXX modules/GiaDeflectionCorex/libISSMCore_la-GiaDeflectionCorex.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-distme.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-freed.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-ojrule.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-pwise.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-qwise.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-stot.lo F77 modules/GiaDeflectionCorex/libISSMCore_la-what0.lo CXX modules/MeshPartitionx/libISSMCore_la-MeshPartitionx.lo CXX toolkits/metis/patches/libISSMCore_la-METIS_PartMeshNodalPatch.lo CXX classes/kriging/libISSMCore_la-Observations.lo CXX classes/kriging/libISSMCore_la-GaussianVariogram.lo CXX classes/kriging/libISSMCore_la-ExponentialVariogram.lo CXX classes/kriging/libISSMCore_la-SphericalVariogram.lo CXX classes/kriging/libISSMCore_la-PowerVariogram.lo CXX classes/kriging/libISSMCore_la-Quadtree.lo CXX classes/kriging/libISSMCore_la-Covertree.lo CXX classes/kriging/libISSMCore_la-Observation.lo CXX modules/Krigingx/libISSMCore_la-pKrigingx.lo CXXLD libISSMOverload.la CXX shared/Threads/libISSMModules_la-LaunchThread.lo ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libpmpi.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpicxx.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpi.dylib, ignoring unexpected dylib file ld: warning: -undefined suppress is deprecated CXX shared/Threads/libISSMModules_la-PartitionRange.lo CXX shared/Exp/libISSMModules_la-exp.lo CXX shared/Triangle/libISSMModules_la-AssociateSegmentToElement.lo CXX shared/Triangle/libISSMModules_la-GridInsideHole.lo CXX shared/Triangle/libISSMModules_la-OrderSegments.lo CXX shared/Triangle/libISSMModules_la-SplitMeshForRifts.lo CXX shared/Triangle/libISSMModules_la-TriangleUtils.lo CXX modules/Trianglex/libISSMModules_la-Trianglex.lo CXX modules/ProcessRiftsx/libISSMModules_la-ProcessRiftsx.lo CXX modules/PointCloudFindNeighborsx/libISSMModules_la-PointCloudFindNeighborsx.lo CXX modules/PointCloudFindNeighborsx/libISSMModules_la-PointCloudFindNeighborsxt.lo CXX modules/InterpFromGridToMeshx/libISSMModules_la-InterpFromGridToMeshx.lo CXX modules/InterpFromMesh2dx/libISSMModules_la-InterpFromMesh2dx.lo CXX modules/InterpFromMesh2dx/libISSMModules_la-InterpFromMesh2dxt.lo CXX modules/InterpFromMeshToMesh3dx/libISSMModules_la-InterpFromMeshToMesh3dx.lo CXX modules/InterpFromMeshToGridx/libISSMModules_la-InterpFromMeshToGridx.lo CXX modules/MeshProfileIntersectionx/libISSMModules_la-MeshProfileIntersectionx.lo CXX modules/ContourToMeshx/libISSMModules_la-ContourToMeshx.lo CXX modules/ContourToMeshx/libISSMModules_la-ContourToMeshxt.lo CXX modules/ExpToLevelSetx/libISSMModules_la-ExpToLevelSetx.lo CXX modules/ExpToLevelSetx/libISSMModules_la-ExpToLevelSetxt.lo CXX modules/ContourToNodesx/libISSMModules_la-ContourToNodesx.lo CXX modules/DistanceToMaskBoundaryx/libISSMModules_la-DistanceToMaskBoundaryx.lo CXX modules/DistanceToMaskBoundaryx/libISSMModules_la-DistanceToMaskBoundaryxt.lo CXX modules/NodeConnectivityx/libISSMModules_la-NodeConnectivityx.lo CXX modules/ElementConnectivityx/libISSMModules_la-ElementConnectivityx.lo CXX modules/PropagateFlagsFromConnectivityx/libISSMModules_la-PropagateFlagsFromConnectivityx.lo CXX modules/Chacox/libISSMModules_la-Chacox.lo CXX modules/Chacox/libISSMModules_la-input_parse.lo CXX modules/Chacox/libISSMModules_la-chaco_seconds.lo CXX modules/Chacox/libISSMModules_la-user_params.lo CXXLD libISSMCore.la ./modules/Chacox/Chacox.cpp:56:24: warning: empty parentheses interpreted as a function declaration [-Wvexing-parse] 56 | double *smalloc(); /* safe version of malloc */ | ^~ ./modules/Chacox/Chacox.cpp:56:24: note: replace parentheses with an initializer to declare a variable 56 | double *smalloc(); /* safe version of malloc */ | ^~ | = nullptr 1 warning generated. ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpicxx.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpi.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libpmpi.dylib, ignoring unexpected dylib file ld: warning: -undefined suppress is deprecated CXXLD libISSMModules.la ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpicxx.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libpmpi.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpi.dylib, ignoring unexpected dylib file ld: warning: -undefined suppress is deprecated CXXLD issm.exe CXXLD issm_slc.exe CXXLD kriging.exe CXXLD issm_dakota.exe ld: warning: -bind_at_load is deprecated on macOS ld: warning: -bind_at_load is deprecated on macOS ld: warning: -bind_at_load is deprecated on macOS ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_post.exe ld: warning: -bind_at_load is deprecated on macOS Making all in m make[3]: Nothing to be done for `all'. Making all in wrappers Making all in matlab CXX io/libISSMMatlab_la-FetchMatlabData.lo CXX io/libISSMMatlab_la-CheckNumMatlabArguments.lo CXX io/libISSMMatlab_la-WriteMatlabData.lo CXX io/libISSMApi_matlab_la-ApiPrintf.lo In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:126: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscErrIn file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:or(M:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h11: In file included from ./io/./../../../c/classes/./Vertex.h:6: PI_Comm, i:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278nt, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(c: o/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.hn:1306s:t127 PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' char[], ...) PETSC_ATT 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdRIBUT:x warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes], vaArgIdx))) | ^ 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCodeE, PetscErrorType_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArg, cIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ onst char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorIn file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: CodIn file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTEe RN PetscErrorCode (*PetscHelpPrintf)(MPI_(Com*PeIn file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:tscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67m, const char[], .: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE12..) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6FORMA: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:_6FORMAT(strIdx, vaArgIdx) __attribut: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ e__((foTRIBUTE_FORMArmat(Tp(rsitrnIdx, vaArgIdx) __attributtef_,_ strIdx, vaArgIdx))) | ^ ((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PEIn file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: TSC_ATTRIBUTE_FORMAT(3, 4); In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode 15 | PETSC_EXTERN P| ^( /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | * P e#tdsecfEirnreo rPPErTiSnCtf)(const char[], .etscErrorCode PetscInfo_Pr_ATTRIBUTE_FORMAT(str..) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #ivdIdxate(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define efi,n ev aPAErTgSICd_xA)T T_R_IaBtUtTrEi_bFuOtReM_A_T(((sftorrImdaxt,( pvraiAnrtgfI,d xs)t r_I_daxt,t rviabAurtgeI_d_x()()f)o r m| a ^t (printf, strIdx, vaArgIdx))) | ^ PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PEIn file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTSC_EXTERN PetscTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #dErrorCode PetscLogObjecefine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ tState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIIn file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: dx, vaArgIn file included from I/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_Edx))) | ^ XTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_In file included from A./io/FetchMatlabData.cpp:T11: TIn file included from ./io/./matlabio.hRIBUTEIn file included from _./io/WriteMatlabData.cppF:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:ORMAT(:s12trId: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:x, vaArgI1115: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:: 11In file included from : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: dIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:./io/./matlabio.h6:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6./io/./../../../c/classes/./Vertex.h: :In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:158212: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:: 15x) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ : In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXIn file included from T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hE:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:R266N: Pets81cE: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] r 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetrorCode PetscLogOsbjeccObjectStt, conastte (cPhar[]e,t s...c) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' Object, 299c | o n s#td ecfhianre[ ]P,E T.S.C._)A TPTERTIBSUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, stCrI_dAxT,TR IBvUaTAEr_gFIOdRxMAT(2))) | ^ , 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hIn file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | In file included from ^./io/FetchMatlabData.cpp /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define :11: In file included from ./io/./matlabio.h:16: PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIn file included from ./io/./../../../c/classes/classes.h:11: IIn file included from ./io/./../../../c/classes/./Vertex.h:12: dx) __attributIn file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.he:_6_((format: (printf, strIIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: dx, vaArgIdx))) | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...In file included from )./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h PETSC_:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.hATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' : 299 | #define PETSC_ATTRIBUTE_FORM11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from AT(strIdx, vaArgIdx) __at/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetstcSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTEribute__((format(printf, strIdx, _FORMAT(3vaArgIdx))) | ^ , 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribuIn file included from ./io/FetchMatlabData.cppt:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:e__((format(pr15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:i6: nIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592t:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); f, strIdx, vaArgIdx| ))) | ^ ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaAIn file included from r./io/CheckNumMatlabArguments.cppg:I5d: xIn file included from )./io/./matlabio.h :_16_: aIn file included from t./io/./../../../c/classes/classes.ht:r11i: In file included from ./io/./../../../c/classes/./Vertex.h:12butIn file included from : ./io/ApiPrintf.cpp:11In file included from : In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h./io/./matlabio.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:e__((format(printf, st6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8r: I/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hd:x1594,: 93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PevaArgI:tscSNPrintfCount(d16x))) | ^ : In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.hIn file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscError:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: cIn file included from h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.ha:r6 *, size_t, const charC: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] o 15 | PETS[], size_tde PetscSNPrintf(char *, size_t, const char[], ...) PC_EXTERN PetscErrorCode Pet *, ...) sPcEITnSfCo__PriEvatAeT(TcRIBUTE_FOoRMATnst c(har[3],, 5); Pets | ^ cObj/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.he:c299t:,67 cons:t ch anote: rexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' [], .. .299) | PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' TSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' #299d | #define PETSC_ATTRIBUTE_FORMATefine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute299_ | ( _ (#(dfeofrimnaet (PpErTiSnCt_f, strIdx, vaArAgTITdRIBUTx))) E _| FORMA ^T (strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaAIn file included from rg./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from strIdx, vIad./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:Argx))I11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:)6d: xIn file included from ) __ a | ^t /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.ht:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]rib ute__((fo r1597mat(printf, strIdx, vaArgIdx))) | ^ | PETIn file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: SIn file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: CIn file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:_EXT11ERN Pets: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:c6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ErrorCode PetscErrorPrintfD 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCouenfat(uchar *, sizelt(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC__t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMATE(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:In file included from ./io/ApiPrintf.cpp:11: X note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf,TERN PetscErrorCode In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PEPetscTErrorPri SC_EXTERN PetscErrorCodset rIdx, vaArgIdx))) | ^ PetscLogObjectStatntfe(PetsNone(const char[], ...) PETSC_ATTRIBcUTEO_bFjOeRcMtA, const char[], ...T(1, 2)) PETSC; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h_ATTRIBUTE_FORMAT(2, 3); | ^ In file included from ./io/FetchMatlabData.cpp:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from :./io/./../../../c/classes/./Vertex.h:12: 299:In file included from :299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h: 11299: | In file included from 67/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h :6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h: #6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8d: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h::1597:72: warning: e'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]f ine PETS 1597 | Pnote: Eexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' C _299A | T T R#IdBeUfTiEne PE_TSC_ATTRIBTUSC_ETFORMXAE_FORTERNMT(strIdx, AT(sv PetscEarArrgItdx)orCod rIdx, vaeA _Prg: eIdx)In file included from ts./io/./../../../c/classes/classes.h _c_attr_Eattibrurtoer_rP_rint(f(Dformat(printeffaulti:11: In file included from ./io/./../../../c/classes/./Vertex.h(:bu,conte _st chars[t]rId_x(,12 : , vaA.rgI(dformat.(p.rxi)n)t)f , ) sPtErTIS| C ^_ ATTdRxI,B UvTaArgIE_FORMAT(1, 2dx)))); | ^ | /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299: ^ 67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #dIn file included from e./io/CheckNumMatlabArguments.cppf:i5ne: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] PETSC _1599A | TPTERTISBCU_TEXTERE_FORMAT(strIdx, vaAN PetscErrorCrgode PetsIdx) c__atHterlpPriibutentfDefault(MPI_Com__((mIn file included from , const fcohrmat(prinatrf[], .,. .s)t rPETSIdx,C_ATTRIBUTE_ FORMvaArgAIdx)T)()2, 3) ; | ^| ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __a./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ttribute__((f1598 | PETormatSC_EX(_pTrintf, strIdx,E vaArgIdx))) | ^ RN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | In file included from #./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16defin: In file included from ./io/./../../../c/classes/classes.h:11e PETSC_ATTRIBUTE_FORMAT(strI: In file included from ./io/./../../../c/classes/./Vertex.h:Ed12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15x: ,In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.hv:a11A: rIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from g/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hI:d6x: )In file included from __at/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: tIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8ribut: e/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h_:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] _((format(printf, strIdx ,1608 | vPaEATrSgCI_dEx))XTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ..). | ^) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((foIn file included from r./io/FetchMatlabData.cpp:11: In file included from m./io/./matlabio.ha:t(printf,16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h: strIdx, vaArgIdx))) | ^ 15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6In file included from ./io/CheckNumMatlabArguments.cpp:5: : In file included from ./io/./matlabio.h:16In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from ./io/./../../../c/classes/classes.h:11: : In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErIn file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.ho:r6Code P: In file included from e/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: twarning: s'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]c Sync h1599r | oPnEiTzSC_EXTERN PetscErrorCode PetscHelpPrintfDefedFPrintf(MPI_Comm, FILE *a, const charu[l]t,( M.P..) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:I67_Comm, const: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_AT char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3T)R;I | ^ BUTE_FORMA/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATT:R299I:67BU:T (strIdx, vaArgIdx) __attribute__((note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | f #define PETSC_ATTRIBUTE_FORMAT(ostrIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ rmat(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCodePETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MP PetscFI_CommP, crintf(MPI_Comm, FILE *, const char[], ...o) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' nst char 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArg[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'I dx) __attribute__( 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx,( fvoarArgIdmat(pxrint)f ,__att rsitbruIte__dx, ((format(privntf,a AsrgIdxt)r)I)d x ,| ^v aArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PE:T12: In file included from SC_EXT./io/./../../../c/classes/./../toolkits/toolkits.hERN Pet:15s: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] cErrorC 1609 | PETSoC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, de PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define TE_PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((foFILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: rmexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defiat(printf, strIdx, vaArgIdx))ne PET)SC_ATTRIBUTE_FOFRMOAT(strIdx, vaArgIdx) __attribute__((format(printf, str Idx, vaArgIdx))) | ^ | ^ RMAIn file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, consT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:t char[], ...) Pnote: ETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #deff, strIdx, vaArgIdx))) ine PETSC_ATTRIBUT| ^ E_FORMAT(strIdxIn file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: ,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FOR MIn file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:AT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11vaArgIdx) __attribute__((12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: : In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84f: orIn file included from m./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:: awarning: t'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]( printf, s 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:t299rId:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __atx, vaArgIdx))) | ^ 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.htribute__((format(:1597:72:printf, strIdx, vawarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(In file included from ./io/FetchMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6c: ArgIdx))) | ^ In file included from ./io/CheckNumMatlabArguments.cpp:5: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:In file included from 15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] onst char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaA/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTrgIdx) __attribute__((formaE_FO 241 | PETSC_EXTERN PetstRMAT(2, 3); | (printf, strIdx, vaArgIdx))) | ^ ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hIn file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' :cErrorCode PetscViewerASCIISynchronizedPri ntf(PetscViewer, const cha299 | #define PETSC_ATTRIBUTE_FO11: r[In file included from RMA]T, (..s.)t PrETISCd_AxTT,RI BUvTEa_FAORrMAgT(I2,d 3x) __attribute__(In file included from ./io/WriteMatlabData.cpp:11);./io/./../../../c/classes/./Vertex.h (:f12o: rIn file included from m./io/./../../../c/classes/./../toolkits/toolkits.ha:t15(: pIn file included from r./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.hi:n11t: f, | ^ strId/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299x, va: ArgIdx))) | ^ In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from In file included from ./io/FetchMatlabData.cpp:11: In file included from In file included from :67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:11: :In file included from 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : 299 | #d8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 1598 | PETSC_EXT | PETSC_EefXiTnEeRN PetscErrorCode PetscVi ePETSC_ATTRIBUTE_FORMAT(strIEdRxN,werASCI ISynchron vaArgIdx) __attribute__((formPaett(spcErrrorCode PetscErrorPrintfNoneiintf, sztedPrintf(PetscViewer, constrIdx, vaArgIdx))) | ^ (c ochar[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaAnst chrgIdx) __attribute__((format(printf, ar[], ...) PETSC_AsTtrIdx, vaArgIdx)TRIBUTE_)) | ^ FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hIn file included from :299In file included from ./io/CheckNumMatlabArguments.cpp::67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_AT5T: RIn file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:./io/FetchMatlabData.cpp6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : 258 | PETSCIBUTE_FORMAT(strIdx_11: In file included from ./io/./matlabio.h:16,: In file included from ./io/./../../../c/classes/classes.hE:XTERN Pet11: In file included from ./io/./../../../c/classes/./Vertex.h:s12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.hcErro:rCod15e: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: PetscIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: VIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:iewer258:86: Strinwarning: g'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] SPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 258 | PETS299 | #d C_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ..veafine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx.ArgIdx) __at)tribute__(( format(pPETSC_ATTRIBUTE_FOR))) | ^ Mrintf, stAT(rIdx,2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299 vaAr:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSg./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:IdxC)_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__()(f)ormat6(: pIn file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h | i ^n tf, strIdx, vaArgIdx))) | ^ :In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PET8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | In file included from SC./io/CheckNumMatlabArguments.cpp_A:TT5R: IBPUTEET_In file included from FORMAT(s./io/./matlabio.htrIdx, vaArgIdx) __attribute__((for:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from mat(pr./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:int6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:Sf,CIn file included from _EXT strIdx, vaAr./io/FetchMatlabData.cppg:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15I: In file included from 6./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:: 11In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hIn file included from :/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h6:: 6In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hIn file included from :dx12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288))) /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: :In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:688: | warning: ERN PetscErro: In file included from 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12 ^: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288: 88: rwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC 288 | PET_In file included from EXTERN./io/ApiPrintf.cpp SC_:PCeodEXTEt11sRNcEr: PetsIn file included from c./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.hErorCode :e 11: In file included from ./io/./../../../c/classes/./Vertex.hPe:ts12cV: ieIn file included from werVUPri./io/./../../../c/classes/./../toolkits/toolkits.h:15rror: PIn file included from n./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.hCetscSNPritntfCoDu:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.he:6feo: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hrred(Petsde PetscVie:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hcVieww:e8r: V/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hU:nt(cPrintDhaer1609: *,e r91,s :const warning: char[], ...) PETSC_ATTRIBUTE_'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ferre d1609( | PPeEtTsScCV_iEFORMAT(2,eiwze_t,XTERNer 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299Petsc EcrornorCode PetscSy,:nchron st chcaro[]n, ssitze _tc67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PEhTarSi[] ze, ...)C PETS_CATdT_AFPrintf(TTRMIPBRUTE_FOI_C*, ...) PETRMoAmTm, FILE(2, *, I SC_ATTRIBUTE_FORMAT(BUT3); c3,| oE_ FORMnAs ^5T);t | c(ha/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hrs[:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMtArTI(dsxt, ^]r,I .d.x vaA.rgIdx) __attrib, vaArg) PuEITdSxC) t_e____attA(TTRIBUTE(forrma_FORMtAT(3, 4); | ^/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h i:bu299/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299(:ptrintf, set_r_I(d(xf,o 67rvmaaAtr(gpIrintdx))) | f, st ^rIdx , vaArgIdx))) | ^: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))):67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #d | ^ efine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/ApiPrintf.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ./io/WriteMatlabData.cpp:11: In file included from ./io/./matlabio.h:16: In file included from ./io/./../../../c/classes/classes.h:11: In file included from ./io/./../../../c/classes/./Vertex.h:12: In file included from ./io/./../../../c/classes/./../toolkits/toolkits.h:15: In file included from ./io/./../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. 18 warnings generated. CXX ../BamgConvertMesh/BamgConvertMesh_matlab_la-BamgConvertMesh.lo CXX ../BamgMesher/BamgMesher_matlab_la-BamgMesher.lo CXX ../BamgTriangulate/BamgTriangulate_matlab_la-BamgTriangulate.lo 18 warnings generated. CXX ../ContourToMesh/ContourToMesh_matlab_la-ContourToMesh.lo In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from vaArgIdx) /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8__attribute__((format(printf, strIdx, vaArgIdx))) | ^ : In file included from In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h::121278: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: :1577:77: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.hwarning: :'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 :1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | Pet_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ scError(MPI_Comm, int, consIn file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: tIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hc:h6a: r In file included from */Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: ,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.hc:15:o93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] n 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(sconst char[t char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBU], PetscObject, const char[], ...T) EPE_TSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ COLD PETSC_ATTRIBUTIn file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: E_In file included from F../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.hO:12: In file included from R../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11M: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBAUTE_FORMAT(2, T3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'(7, 8); | ^ 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(sIn file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from t/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:I79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode Pdx, vaArgIdetscFPrintf(MPI_Comm, FILE *, const char[], ...) Px) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ EIn file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: TSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:In file included from 299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscE/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hrro:rC6ode PetscPrint: fIn file included from (MPI_Comm, const char/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:[], ...) PET8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: Swarning: C_'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: 1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PET SC_EXT1365ERN PetscErrorCode PetscSNPrintf( | char *, Psize_t, Econst char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribTute__((format(printf, strIdx, vaArgIdx))) | ^ SIn file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from C_EXTERN PetscErrorCode (*PetscE../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: rrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(prIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: intf, strIdx, vaArgIdx))) | ^ warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #dIn file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ efine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h19:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(Pet: sIn file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:c6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PVetisewer, const char[], cErrorCode PetscFPrintf(MPI_Comm, FILE *, const ch.a.r.[)] , ...) PETSC_ATTRIBUTE_FORMAPETSCT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:_67A:T Tnote: Rexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'I BUTE 299 | #define PETSC_FO_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printRf, strIdMx, vaArgIdx))) | ^ AT(In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from 2, 3); ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...)| ^ PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PET/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ :299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIn file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16I: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: BUIn file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hTE_F:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597ORMAT(strIdx, vaArgIdx) __attribute__ | (PETSC_EXTE(RN PetscErrorCode PeftscErroorPrintfDefaultrmat(printf, strIdx, vaAr(gcoInst char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribdx)))ute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgTriangulate/BamgTriangulate.cpp:4: In file included from ../BamgTriangulate/./BamgTriangulate.h:19: In file included from ../BamgTriangulate/./../bindings.h:19: In file included from ../BamgTriangulate/./.././matlab/io/matlabio.h:16: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgTriangulate/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../BamgConvertMesh/BamgConvertMesh.cpp:4: In file included from ../BamgConvertMesh/./BamgConvertMesh.h:19: In file included from ../BamgConvertMesh/./../bindings.h:19: In file included from ../BamgConvertMesh/./.././matlab/io/matlabio.h:16: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../BamgConvertMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToMesh/ContourToMesh.cpp:6: In file included from ../ContourToMesh/./ContourToMesh.h:20: In file included from ../ContourToMesh/./../bindings.h:19: In file included from ../ContourToMesh/./.././matlab/io/matlabio.h:16: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ CXX ../ContourToNodes/ContourToNodes_matlab_la-ContourToNodes.lo 18 warnings generated. CXX ../DistanceToMaskBoundary/DistanceToMaskBoundary_matlab_la-DistanceToMaskBoundary.lo 18 warnings generated. CXX ../ElementConnectivity/ElementConnectivity_matlab_la-ElementConnectivity.lo 18 warnings generated. CXX ../ExpSimplify/ExpSimplify_matlab_la-ExpSimplify.lo In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hIn file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ :299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15:: 11In file included from : ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:1211: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h: :6: In file included from In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h1365::1568: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:: warning: 6'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, con 1365 | PsETSC_EXTEtRN char *, coPetscErrorCode (*PetscErrorPrintf)(const char[]n, ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^st char *, PetscErrorCode, PetscErrIn file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16 o/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ rTy: pe, coIn file included from nst char ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h*,: ...) PETSC_ATTRIBUTE_COLD PETSC_11ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #dIn file included from e../ContourToNodes/ContourToNodes.cppf:i5n: eIn file included from ../ContourToNodes/./ContourToNodes.hP:E19T: SIn file included from C../ContourToNodes/./../bindings.h_:A19T: TIn file included from R../ContourToNodes/./.././matlab/io/matlabio.hI:B16U: In file included from TE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscE,rrorC : ode (*PetscHelpsPrintf)(MPI_Comm, const tcrIdx, vaArgIdx)har[)], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((forma)t ( p| r ^i ntf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FO8RIn file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from M../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETAT(strIdx, vaSC_EXTERN PetscErrorCode PetscInfo_Private(consAt crhar[], PetscObject, cognst char[], ...) PETSC_IAdTxT)R I__attriBUTE_Fbute__((formatO(printf, strIdx, vaArgIdx))) RMAT(3, 4); | ^ | /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx ^ , vaArgIdx))) | ^ : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:161577: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h::77: 12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: warning: In file included from 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266: 811577: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, co | nst char[], ...)P PETSC_ATTRIBUTE_FORMAT(2, 3); | ^E TSC_EX/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hT/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15::299E93::67 :warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #definRN PetscErrorCode e(*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) P | ^ ETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, coIn file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from n../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6s: In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.hIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #d:12: eIn file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6fi: ne PIn file included from ETSC_A/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.htTTRIBUTE_FORMAT(strIdx, vaArgIdx:)8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: _ _attriwarning: b'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const cute__((format(phar[], Printfe,t strIdx, vaArgIdxc)))h | ^ scObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defiIn file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintfn(e PETSC_ATTRIBUTE_FORMAT(strMPI_Comm, const char[], ...) IPETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__d(x(format(printf, strIdx, vaArgIdx))) | ^ , vaAIn file included from ../ContourToNodes/ContourToNodes.cpprg:I5d: xIn file included from ../ContourToNodes/./ContourToNodes.h:)19 __at: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from t../ContourToNodes/./.././matlab/io/../../../c/classes/classes.hr:11i: In file included from bute_../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6_((for: mat(printf, strIIn file included from dx, vaAr/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6gIdx))) | ^ : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:a6: In file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h[]:8: ,/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593: 78.:. .warning: )'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PET PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSSC_ATTRIBUTE_C_FEIn file included from ../ElementConnectivity/ElementConnectivity.cppXTERN PetscErrorCode PetscSNPrintf(char *, siz:e5_: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.ht:,6 const char[], ...: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN Pe) PETSCO_ATTRIBUtTE_FORMAT(3, 4); | ^ s/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdRx) _M_caEttrribute__((format(printf, strIdx, vaArgIdx))) | ^ rIn file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.ho:1594:rCode PetscLogObjectState(PetscObject, cons93t: chwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode aPr[], ...) PETSC_eAtsTAT(strIdx, cTRIBUTE_FORMAT(2, 3SNvPriaArgIntfCount(char *,); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE dx) __attribute__((format(printf, strIsidze_t, const char[],_ size_tx *,F ..ORM, .) PETASCT(strIdx, vaA_ATTRIBUTE_FORMAT(3r, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, gvstrIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11Id: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.hx) __attribut:12e: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8_: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIaArgBUTE_FORMAT(1, 2); | _ ^I /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | ((for #define PETSC_ATTRIBUTEdx))) | ^ _mFOaRMAT(strIdx, vaArgIdx) __tattributIn file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: e_In file included from _((format((printf, strIdx, vaArgIdx))) | ^ printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCo../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:de PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | 15 : In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h#define PETSC_ATTRIBUTE_FORMAT:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode Pets(strIdx, vaArgIdx)cLogObjectS __attributte_a_((format(printf, ste(PetscObjectrIdx, vatArgIdx))) | ^, const char[], ...) PE TSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h::12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from 16/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79:: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from warning: ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXT ERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PE 1590 | PETSC_EXTERN TSPC_ATTRIBUTE#_etscErrorCode PFetscOFRPMrAiTntf(MP(I_Comm2, ,F I3); d | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'LefineE *, const char[], ...) PETSC_ 299 | #definATeT RPIEBTUTESC_AT_PFOREMTASC_ATTTRRIIBUTE_FORMAT(strIdxT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: , vaArBgexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'I dx) __attribute_UTE_FORMAT(strIdx, vaArgIdx) __attribut_ ((format(printf, strIdx, vaArg299 | #deeIdx))) f__((format(print | i ^n ef, strId PETSC_ATTRIBUxT, vaArgE_FORMAT(strIdx, vaAIn file included from ../ContourToNodes/ContourToNodes.cppIdx))rgIdx) :__5a: tIn file included from t../ContourToNodes/./ContourToNodes.hr:i19b: In file included from ../ContourToNodes/./../bindings.h:19u: tIn file included from e../ContourToNodes/./.././matlab/io/matlabio.h_:_16: In file included from (../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h(:f11o: rIn file included from m../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.ha:12: In file included from t../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h(:p15r: iIn file included from n../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.ht:f11,: In file included from s/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.ht:r6I: dIn file included from x/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h,: 6v: aIn file included from A/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hr:g6I: dIn file included from x/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h):)8) | ^ : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:)82 : warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscE | ^ rrorCode PIn file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:etscSynchronizedPrintf(MPI_Comm, const20 : In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.hc:16har[], ...) PETSC_ATTRI: BUTE_In file included from FORMA../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: T(In file included from 2../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:,12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h3:15): In file included from ;../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h: 11: In file included from | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from 299 | #define /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70:PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) _ warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] _attribute__((format(printf, strIdx, vaArgIdx))) | ^ 1592 | PETSC_EXTERN PetscErrorCode PetscPrIn file included from intf(MPI../ContourToNodes/ContourToNodes.cpp_:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: ComIn file included from m, c../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.hons:12t char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defi: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: n/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:e1609 :P91E:T Swarning: C'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]_ ATTRIBUTE_FO R1609M | PEATTSC_EXTERN PetscErrorCode PetscSynchronized(strIdx, vaArgIdx) __attrFibute__((format(Pprriinnttff(,M PstrIId_xC,o mvmaArgIdx))) | ^ , FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PEIn file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from TSC_ATTRIBUTE_FO../ElementConnectivity/./.././matlab/io/matlabio.hR:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from M/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:A6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h(strIdx, vaArgIdx):8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: __attribute__((format(p1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] r 1593 | PETSC_iEXTERN ntPfe,t ssctrIdx, vaArgIdx))) | ^ ErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #deIn file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: fine In file included from P../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ ETSC_ATTRIBUTE_FOIn file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribRMAute__((format(printf, strIdx, vaArgIdx))) | ^ T(strIdx, vaArgIdx) In file included from ../ElementConnectivity/ElementConnectivity.cpp:5: In file included from ../ElementConnectivity/./ElementConnectivity.h:20: In file included from ../ElementConnectivity/./../bindings.h:19: In file included from ../ElementConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ElementConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ContourToNodes/ContourToNodes.cpp:5: In file included from ../ContourToNodes/./ContourToNodes.h:19: In file included from ../ContourToNodes/./../bindings.h:19: In file included from ../ContourToNodes/./.././matlab/io/matlabio.h:16: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ContourToNodes/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../DistanceToMaskBoundary/DistanceToMaskBoundary.cpp:5: In file included from ../DistanceToMaskBoundary/./DistanceToMaskBoundary.h:19: In file included from ../DistanceToMaskBoundary/./../bindings.h:19: In file included from ../DistanceToMaskBoundary/./.././matlab/io/matlabio.h:16: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../DistanceToMaskBoundary/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpSimplify/ExpSimplify.cpp:4: In file included from ../ExpSimplify/./ExpSimplify.h:19: In file included from ../ExpSimplify/./../bindings.h:19: In file included from ../ExpSimplify/./.././matlab/io/matlabio.h:16: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpSimplify/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. 18 warnings generated. CXX ../InterpFromGridToMesh/InterpFromGridToMesh_matlab_la-InterpFromGridToMesh.lo CXX ../ExpToLevelSet/ExpToLevelSet_matlab_la-ExpToLevelSet.lo CXX ../InterpFromGrid/InterpFromGrid_la-InterpFromGrid.lo clang++: warning: -lmex: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: -lmx: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: -lmex: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: -lmat: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: -lMatlabDataArray: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: -lgfortran: 'linker' input unused [-Wunused-command-line-argument] clang++: warning: argument unused during compilation: '-L/Applications/MATLAB_R2023b.app/bin/maca64' [-Wunused-command-line-argument] clang++: warning: argument unused during compilation: '-L/Applications/MATLAB_R2023b.app/extern/bin/maca64' [-Wunused-command-line-argument] clang++: warning: argument unused during compilation: '-L/opt/homebrew/lib/gcc/current' [-Wunused-command-line-argument] 18 warnings generated. CXX ../InterpFromMesh2d/InterpFromMesh2d_matlab_la-InterpFromMesh2d.lo CXX ../InterpFromMeshToGrid/InterpFromMeshToGrid_matlab_la-InterpFromMeshToGrid.lo In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: In file included from 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MP../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.hI_Comm, con:st char[], ...) 11P: EIn file included from TSC_ATT../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.hR:I12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:BUTE_FORMAT(2, 3); 15 | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(pr: intf, strIdx, In file included from va../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hArgIdx))) | ^ :11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, intIn file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h, const char *,:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h :6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ const char *, PetscErrorCoIn file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ de, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ : In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetsIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from cPrintf(MPI_Comm, const char../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from [../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: ]In file included from ,../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h :...15): In file included from P../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hE:T11S: CIn file included from _/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hA:T6T: RIn file included from I/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hB:U6T: EIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_A_TFTORRIMBAUT(TE_FORMAT2(str,Idx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6u: tIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:e6_: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLo_gOb(je(ctState(PetscObject, const format(char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ p/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' r 299 | #define PiETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attributentf, s__((format(printtf, strIdx, vaArgIdx))) | ^ rIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.hSC_E:XTERN19 : PetscIn file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:Err16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: orCode PetscSNIn file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11P: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:r6: In file included from i/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hntfCount(char:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] *1590 | PETSC_, siEXTERN PetscEze_t,rrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdconst chax)r)) | ^ [], sizeIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:_t19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16 *, ...: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: )In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrPorCode PEetscPrintf(MPI_Comm, constTSC_ATT char[], R...) PETSC_ATTIRIBUTE_FBUTE_FORMAT(3ORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define ,P 5)E;TS C | ^_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx ))) | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] SC_ATT 1593 | PETSC_EXTERN PetscErrorCode PetscSNPRIBUTE_FORMAT(strIdx, vaArintf(char *, size_t,r const char[], .g.I.) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hd:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define Px) __attribute__((format(priEntf, strIdx, vaArgIdx))) | ^ TSC_ATTRIBIn file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6U: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from TE_FORMAT(st../ExpToLevelSet/./../bindings.hrIdx, va:Arg19Idx) : __attribute__((formaIn file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from t(prin../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: tf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: 19/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: : warning: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t,'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] const char[] , size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_AT 1597 | PETTRIBUTE_FORMAT(strIdx, vaArgIdx) __Sattribute__((format(priCntf, strIdx, vaArgIdx))) | ^ _EXTERN PeIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.htscErro:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: rIn file included from Cod../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:e15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] Pet 1597 | PETSC_EXTscEERrNr oPrePtscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^r intfDefaulIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from t../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h(co:n16st: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h :c11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBhar[], ...) PETSC_ATTRUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67ine PETSC_AT: note: TRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' aArgIdx))) | ^ 299 | #defIn file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from in../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11e P: EIn file included from T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hS:C6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FO_ARMAT(2,TTRIBUTE_FORMAT(strI 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' dx, 299 | #definev PETSC_ATTaRIArgBUTE_FOIdRxMAT(strIdx, vaArgIdx)) __ __attribaute_t_((tformat(printf, strIdx, vaArgIdx))) | ^ ribute__((format(printf, strIdx,In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19 : In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16vaArgIdx))) | ^ : In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __In file included from a../ExpToLevelSet/ExpToLevelSet.cppt:t6ribute__: ((format(pIn file included from rintf, strIdx, vaArgIdx))) | ^ ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: : In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTE:RN PetscErrorC6: In file included from ode PetscSynchroni/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hz:e6d: FIn file included from P/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hr:i6ntf(MPI: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69_Comm, FILE *, const char[], ...) P: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67scErrorCode PetscErrorPrintfNone(const ch: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define ar[], ..P.E)TS PC_ATTRIBUTE_FORMAT(stETSC_ATTRIBUTE_FORrIdxMAT,(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299vaArgI:d67x) __attribu: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' t 299 | #define e__((forPETSC_ATTRIBUTEmat(printf, strIdx, vaArgIdx)))_FORMAT(strIdx, vaAr | ^ gIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ExpToLevelSet/ExpToLevelSet.cpp:6: In file included from ../ExpToLevelSet/./ExpToLevelSet.h:20: In file included from ../ExpToLevelSet/./../bindings.h:19: In file included from ../ExpToLevelSet/./.././matlab/io/matlabio.h:16: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ExpToLevelSet/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromGridToMesh/InterpFromGridToMesh.cpp:5: In file included from ../InterpFromGridToMesh/./InterpFromGridToMesh.h:19: In file included from ../InterpFromGridToMesh/./../bindings.h:19: In file included from ../InterpFromGridToMesh/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromGridToMesh/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERIn file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:N PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FIn file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTEO_RMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attFORMAT(strIdx, varibute__((format(pArgIdx) __attrriinbtufte_,_((format(print f,strI strIdx, dvaArgIdx))) | ^ x, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORIn file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_MAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIAdx)))TTRIBUTE_ | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from F../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:O1594R:93:M warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] AT(1, 2 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(ch)ar *, size_t, c;onst char[ ], size_ t *, | ...) PET ^ SC_ATTRIBUTE_FORMAT(3, 5); /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | | ^ #/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hd:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #edfeifnien eP ETSC_ATTRIBUTE_FOPRETSMCA_TA(TsTtRrIBUTE_FORMIdAxT,( strIdvx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | aArgIdx) __ ^att ribute__((format(printf, strIdIn file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((formatx(pri,n tvf, starIdx, ArgvaArgIdx))) | ^ Idx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMATIn file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATT(sRIBUTE_FORMAT(strtIrIdx, vaArgIdx) __attribute__((format(prdx, vaiArgIdx) __attribute__((fnormat(printf, strIdx, vaArtf, stgrIdx, Idx))) | ^ vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN Pe: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:t note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIscEdrrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArx, vaArgIdx)g __attribute__((format(printf, strIdx, vaArgIdx))) | ^ Idx)))In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h | ^ :15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMesh2d/InterpFromMesh2d.cpp:5: In file included from ../InterpFromMesh2d/./InterpFromMesh2d.h:19: In file included from ../InterpFromMesh2d/./../bindings.h:19: In file included from ../InterpFromMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToGrid/InterpFromMeshToGrid.cpp:5: In file included from ../InterpFromMeshToGrid/./InterpFromMeshToGrid.h:19: In file included from ../InterpFromMeshToGrid/./../bindings.h:19: In file included from ../InterpFromMeshToGrid/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToGrid/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. CXX ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d_matlab_la-InterpFromMeshToMesh2d.lo CXX ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d_matlab_la-InterpFromMeshToMesh3d.lo 18 warnings generated. 18 warnings generated. CXX ../IssmConfig/IssmConfig_matlab_la-IssmConfig.lo CXX ../MeshPartition/MeshPartition_matlab_la-MeshPartition.lo In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h::511: : In file included from In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h::196: : In file included from In file included from ../InterpFromMeshToMesh3d/./../bindings.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h::196: : In file included from In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h::166: : In file included from In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h::118: : In file included from In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h::121278: : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | Pe:15: In file included from tscE../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8rror(MPI_C: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:o1278m: m, int,/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: const char *, warning: c'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]o nst char *, Pet 1306 | PetscError(MPI_Comm, inst,c EcrornosrtC ocdhea,r P*e,t sccoErrorType, connsstt cchhaarr **,, Petsc.Er..) PErToSrCC_oAdTeT,R IPBeUtTsEc_ECrOrLoDr TPyEpTeSC_ATTRIB, const char *, UTE_FO...) PETSC_ATTRIBURMAT(7, 8); | ^T E_COL/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: D PETexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' SC_ A299T | T R IBUTE#_FdOeRfMiAnTe( 7, 8); PETSC_ATTRIBU | ^ TE_FORMAT(/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:strId xnote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' , vaArgIdx 299 | #)d __attefine PETSrC_ATiTbRuIBUtTeE__FORMAT(strId_x,( (vfaoArrmgat(printf, stIrdIxd)x ,_ _vaatAtrrgiIbdute__((formxat(pr))) | ^ intf, strIdx, vaArgIdx))) | ^ In file included from In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp::54: : In file included from In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h::1920: : In file included from In file included from ../InterpFromMeshToMesh3d/./../bindings.h../InterpFromMeshToMesh2d/./../bindings.h::1919: : In file included from In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h::16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: :12: In file included from In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h::6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:86: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68:In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : 1365 | P6E: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hS:C1278_: E/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.hX:T1365ERN: PetscErr68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PEoTSCrCode_ E(X*TPEeRtNscErr PetscErorPrirntf)(const char[], ...orCo)d PETSC_Ae (*PTetTsRcIEBrUrToEr_PFrOiRnMtAfT)((1c,onst c 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: hexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'a r[], . 299 | . .#)d ePfEiTnSeC _PAETTTSRCI_BAUTTTER_IFBOURTMEA_TF(O1, 2)R;M A T| ( ^s trId/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' x299 | , v#adAerfine gIdx) __attribute__((fPETSC_ormat(priAntf, sTtrIdx, vaArgIdx)T)R)I B U| TE_FORM ^ AT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBIn file included from U../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:T4: EIn file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h_:20F: In file included from O../InterpFromMeshToMesh2d/./../bindings.h:R19M: In file included from AT(strId../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.hx, vaArgId:16: In file included from x../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h) __attribute__((form:at(printf, strId11x: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15,: vaArIn file included from g../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hIdx):11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: )In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from )/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h :8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81 | ^ : warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const charIn file included from [], ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: ...In file included from ) PETSC_A../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.hTTRIBUTE:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16_: In file included from F../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.hO:R11M: AIn file included from T../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12(: In file included from 2, 3); | ^ ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67In file included from : note: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 299 | #define PETS C_ATTR I1593B | PETUTE_FOSRC_MEXATETRN( PsetrtscErrorCodIe Petsdx, vaArgIcdx) __attributeS__((format(printf, strIdx, vaArgIdx))) | ^ NPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h::299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 4: 299 | #deIn file included from f../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11i: ne PETSC_ATTRIIn file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hBU:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:TE_FOR6MAT(strI: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hdx, vaArgI:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] d x) __a1590ttr | ibute__((fPormat(priETSntf, sC_EXtrIdx, vaArgIdx)TE)) | ^ RN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from | #define PETSC_ATTR../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: IBUTIn file included from E../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h_F:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ORMAT(strIdx, vaArgIdx) _../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h_a:t12tr: ibIn file included from ut../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.he_:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h_((fo:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: rIn file included from m/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.ha:t8(: p/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hr:i1608n:t82f:, warning: s'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]t 1608 | PETSC_EXTrERN PetscErroIrdCxo,d ev aPAertgsIcdSynchrx))) | ^ onizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2,In file included from 3);../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' : 299 | #dIn file included from e../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.hf:i16n: eIn file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:PETSC_ATTR12IBU: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6T: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: E_FORMATIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:(1592:s70t:r Idx, vaArwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] g 1592 | PETSCI_EXTERN PetscErrdx) __aorCttode rPiebuttes__c((Printf(MPI_Cfomomr,m coat(printf, nstst rchar[], I.dx, .v.a)A PETSC_ATTRIBUTE_FORMAT(2rgI, 3); | ^ d/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hx))) : | ^ 299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((formIn file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5at(printf, strIdx,: vaIn file included from ArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: :In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6:: 16In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hIn file included from :../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h6:: 11In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hIn file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6 : 1609In file included from | /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hP:E6T: SC_In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:EXTERN Pet8s: c/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hE:r1593:78:rorCode PetscSynchroni zedFPrintf(MPwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrinI_Comm, tfFIL(Ec h*a, const char[], r *, size_.t..) PETSC, const ch_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' a 299 | #definre []P,E T.S.C_ATTRIBUTE_F.) PETSORMAT(strIdCx_,A TvTaRIBUTE_FOARMrAgTI(d3x,) 4_)_; attribute__((format(printf, strIdx, vaArgIdx) )| ^ ) /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h :| 299 ^: 67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hIn file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EX: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from TERN PetscErrorCode Pe../InterpFromMeshToMesh2d/./../bindings.ht:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: scViewerASCIn file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:IIPrintf(6P: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hetscVi:e12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | Pwer, coETSC_EXTERN Petscnst char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgErrorCodeIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15 : In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from PetscV/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from iewe/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:rASCIIPrintf(P6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscVieweerASCIISyntscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdchronizedPrintf(PetscViewer, x,co nst char[], ...) PEvaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))TSC_ATTRIBUT) | ^ EIn file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: _In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:FORMAT(2, 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN Pet3s)c; Erro r| Code PetscViewerASCIISynchronizedPr ^i n/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATtTRf(PeItscBUViewer, Tconst Ec_FOhaRMAT(strIdx, vaArgIdx) __attribute__(r[], ...(format(printf, s) PETtSCr_ATTRIBUTE_FORMAT(2, 3);Idx, vaArgIdx))) | ^ | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h | :16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: #d/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86:efine PETSC_ATTRIBUTE_FORM AT(warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]st rIdx, vaArgIdx) __attribut 258 | e_P_((format(printf, strIdx, vaArgIdx))) | ^ ETSC_EXTERN PIn file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4etscErrorCod: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.he PetscViewerStringSPrintf(PetscViewe:20: In file included from ../InterpFromMeshToMesh2d/./../bindings.h:r, const cha19r[], ...) PETSC_ATTRIBUTE_FO: RIn file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: M/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.hAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __:at258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] tribute__((format(printf 258, str | IPdETSx, vaAC_EXTERN rPgeItdsxc)E)r)r o r| C ^o de PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../InterpFromMeshToMesh3d/InterpFromMeshToMesh3d.cpp:5: In file included from ../InterpFromMeshToMesh3d/./InterpFromMeshToMesh3d.h:19: In file included from ../InterpFromMeshToMesh3d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh3d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __aIn file included from ../InterpFromMeshToMesh2d/InterpFromMeshToMesh2d.cpp:4: In file included from ../InterpFromMeshToMesh2d/./InterpFromMeshToMesh2d.h:20: In file included from ttribute__((format(printf, strIdx, vaArgIdx))) | ^ ../InterpFromMeshToMesh2d/./../bindings.h:19: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/matlabio.h:16: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../InterpFromMeshToMesh2d/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hIn file included from ../MeshPartition/MeshPartition.cpp:5:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h: :19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from :77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_ 1577 | PEEXTERN PetscErrorCode (*TSC_EPXTEeRN PtscErrorPrintf)(const char[], .etscErrorCo.de (*P.) etscPETSC_ATTRIHBUTEelpPrintf_)(MFORPI_MAT(1, 2); C| ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' omm, con s299 | #tdefi char[], ...) PETSC_nATeT RPIBEUTE_FORMAT(2, 3); TSC_ATTRIBUTE _| F ^O RMAT(strIdx, vaArgIdx) _/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' _ attribute__((format(printf,299 | strIdx, vaAr gIdx ))) | ^#def ine PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from 1577 | PETSC_EXTE/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:RN 1582P: et/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15s:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15cE | PETrSC_rorCode (*PetscHelpPrEXTERNin PetscErrorCode PetscInfotf_P)r(MPI_Comm, const chaivate(constr char[], [],Pet ...) PscObETjSect, const cC_AhTTRIBUTE_FORMAT(ar[],2 , 3); | ...) PE ^ TSC_ATTRI/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hBUTE:_299F:O67R:M AT(3, 4);note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h 299 | #de:299:67f: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ine P299 | #define PETSETSC_ATTRIBUTE_FORC_ATTRIBUMATTE_F(sORMAtT(strIdx, vaArgIdxrId) __attribute_x, v_((afAorrmat(printgIdx) __af, strtIdx, vaArgIdxtri))) | ^ bute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx,In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h vaArgIdx))) | ^ :12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from , s/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:trIdx, vaArgIdx8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PET)S)) C _| ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: ATTRIBUTE_FOIn file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:RMAT(3, 4); 12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:| ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((for6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hmat(pri:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] n 266 | PETSC_tf, strIdx, vaArgIdx))) | ^ EXTERN PetscErrorCode PetscLogObjectState(PetscObject, conIn file included from ../IssmConfig/IssmConfig.cpp:11: st char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' In file included from ../IssmConfig/./IssmConfig.h:20: 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaIn file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.hArgIdx:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h) __attr:ibute__((format(printf, strIdx, vaArg15Idx))) | ^ : In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19 | PETSC_E: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: XTERN PetscErrorCoIn file included from d../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:e Pet6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | sPETSC_cEEXrTrERN PetscErrorCode PetsocrFPPrriinnttffD(eMfPauI_Comm, FILE *, lconst char[t](,co nst ch..ar[], ....) PETSC_ATTRIBUTE_FORM) PETSC_ATTRIBUTE_FORMATAT(1,(3 2); , 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' | ^299 | #define PETSC_AT T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:R note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' IBUTE_FORMAT( strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^299 | #define PE TSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(prinIn file included from t../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19f, strIdx, : In file included from ../MeshPartition/./.././matlab/io/matlabio.h:vaArgIdx))16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h): 12: | ^ In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const chaIn file included from r../IssmConfig/IssmConfig.cpp[:]11: ,In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h :11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15...): PETSCIn file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6_ATTRI: BUTE_In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:F1598ORMAT(2, 3); | ^ :69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h :299:67: 1598 | PETSC_Enote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #deXTERN PetscErrorCofide nPeet sPcEETrSrCo_rAPrintTTRIBUTfE_FORMAT(strIdx, vNone(const char[], ...) PETSaArgIdCx_)A TTRIBUTE__at_tributeFO_RMAT(1, 2_)(;( f o| r ^m /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: atexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'( printf, strIdx, 299 | #define PETSC_ vaAATrTgRIIBUTE_FORMAT(strIdx, vaArgIdx))) | ^ dx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h../MeshPartition/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from :11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] :12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: 1593 | PETSC_EXTERN PetscEIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6rrorCode Pe: tIn file included from s/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: cSNPrintf/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h(char:1599 :*81,: swarning: i'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]z e_t, con 1599 | PETSC_EXsTt charE[],RN PetscErrorCo ...) PETSC_ATTdeRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: Petscnote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' HelpPrintfDefault(MPI_Comm, co 299 | #define PETSC_ATTRIBUTE_FORMnAT(stst crhar[], ...Idx, vaArgIdx)) _P_aEttTrSiCb_uATTte__((format(RIBprUiTnEt_Ff, strIdx, OvRaMAArT(g2I,d x3); ) )) | ^ | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attriIn file included from ../MeshPartition/MeshPartition.cpp:bute__(5(: In file included from ../MeshPartition/./MeshPartition.h:19f: orIn file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:mat(prin16t: f, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, In file included from ../IssmConfig/IssmConfig.cpp:115); : | ^ In file included from ../IssmConfig/./IssmConfig.h:20: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hIn file included from :../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:29915:: 67In file included from :../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h :note: 11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82expanded from macro 'PETSC_ATTRIBUTE_FORMAT' : warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 299 | #define PETSC_A | TPTERTIBUTE_FORMAT(strIdx, SC_EvaXATrEgIRdNx PetscErrorCode PetscSynchr) __attributoe__(ni(zefdPrintf(oMPI_Comrmat(printf, strIdxm, vaArgIdx), const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #def)) | ^ inIn file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: e PETSC_ATTRIIn file included from BU../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12T: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hE_FORMAT(strIdx, :v15: In file included from a../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hArgIdx) __attribute__((form:a6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERtN (printPetscErrorCodf, ste PetscErrorPrintfDefaultr(consIdx, vaArgIdx)t char[])) | , ^ .In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ..../IssmConfig/./.././matlab/io/matlabio.h:16): In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: PETIn file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:SC11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h_ATTRI:6BUTE_FORMAT(1, 2);: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN Pets c| ^E rrorCo/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hd:e299 :P67e:t snote: cexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'S ynchroniz 299 | e dFPrintf(MPI_Comm, FILE #*,d constefine PETSC_ATT chaRIBr[],UTE_FORMA T.(strIdx, va..) PEATSrCgId_x) __atAtTTRIBUTE_FORMAT(3, 4); | ^ r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:ibute67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' __((for299 | #define PETSC_ATTRIBUTE_Fmat(printf, sORtMrATIdx, vaArgIdx))) | ^ (strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../IssmConfig/IssmConfig.cpp:11: In file included from ../IssmConfig/./IssmConfig.h:20: In file included from ../IssmConfig/./../bindings.h:19: In file included from ../IssmConfig/./.././matlab/io/matlabio.h:16: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../IssmConfig/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshPartition/MeshPartition.cpp:5: In file included from ../MeshPartition/./MeshPartition.h:19: In file included from ../MeshPartition/./../bindings.h:19: In file included from ../MeshPartition/./.././matlab/io/matlabio.h:16: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshPartition/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. CXX ../MeshProfileIntersection/MeshProfileIntersection_matlab_la-MeshProfileIntersection.lo CXX ../NodeConnectivity/NodeConnectivity_matlab_la-NodeConnectivity.lo 18 warnings generated. CXX ../PointCloudFindNeighbors/PointCloudFindNeighbors_matlab_la-PointCloudFindNeighbors.lo 18 warnings generated. CXX ../ProcessRifts/ProcessRifts_matlab_la-ProcessRifts.lo In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorTyformat(printf, strIdx,pe, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ vaArgIdx))ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTR)IBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPIn file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from rintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2);../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h: | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(p:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: rIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hi:6n: tIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchf, strIdx, vaArgIdx))) | ^ ronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscIn file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ErrorType, co 241 | PETSC_nEst char *, XTERN PetscErrorCode PetscViewerASCII...) PETSynchrSC_oATnizedPTRIrBiUnTtEf_COLD PETSC_ATT(PetscViewerR,I const char[]BUTE_FORM, ...) PETSC_AATTRIBUTE_FORMAT(T2, 3); | ^ (7, 8/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:)299; | ^ :67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defin e 299 | P ET SC#_AdTTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, efine PETSC_ATTRstrIdx, vaIBUTArE_FORMAT(stgrIdx))) | ^ Idx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.h:12: :In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h19:: In file included from 15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:E6X: TIn file included from E/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hR:N6 : PIn file included from e/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.ht:s8c: EIn file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hr:o1278r: C/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ode Pe1365tscVIn file included from iewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' | P 299 | #define ETSC_EXTERN PPEeTSC_AtTsTcREIrBUTE_rFoORMATrCode (*PetscErr(stroIrPrintf)(dconsx, vat char[],ArgIdx) _ _.a.t.t)r iPEbuTSC_Ate__(T(formaTRIBUTIn file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23tE(pr_FORMAinT(1, 2)tf, strIdx, v;aA r g| I ^d x../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h):/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67): note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 11) | ^ 299 | #define PETSC_ATTRIBUTE: _FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ : In file included from In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16In file included from : ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hIn file included from :../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6:11: : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hIn file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h::11: 1306:In file included from 127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from ../PointCloudFindNeighbors/PointCloudFindNeighbors.cpp 1306 | Petsc:5: In file included from ../PointCloudFindNeighbors/./PointCloudFindNeighbors.h:19: In file included from ../PointCloudFindNeighbors/./../bindings.h:19: In file included from ../PointCloudFindNeighbors/./.././matlab/io/matlabio.h:16: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./Vertex.hE:12r: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PointCloudFindNeighbors/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h: 615r | o: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] (MPI_ 288 | PETSC_EXTERN PetscErrorCode CPeotmscVimew,e riVnUtP, rintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTEcon_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' s 299t | c h#adefine PETSr *, C_ATTRIBUTE_FORMAT(strIdx, vacAorngsItdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ char *, PetscErrPETSC_EXTERN PeorCode, PetscErrorType, const chatr *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIn file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from scErrorCode PetscInfo_Private../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSICBU_TE_FORMAT(7, 8); | E ^ X/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' TER N PetscErrorCode (*PetscHelpPrin(tf)299( | M #definPI_Comm, eco nst char[], .PE..) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__TScC((format(printf, _ATstrIdx,o nstvaArgIdx))) | ^ chTRar[], PetscObIBUTE_FjOeRcMtA,T (stcrIdx, vaArgIdx) __onast char[], ...) PETSC_ATTRIBttributeU__((formTE_FORaMAT(3t(,printf, strIdx, vaAr 4); | ^ gIdx))) | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printIn file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdxIn file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:f, s19,: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h va:Ar11g: IIn file included from d../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.hx:)12 : In file included from _../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTtE_FORMAT(3, 4);rI_ a t| ^t /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299rib:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' u 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vatArdgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) x,e | ^ vaA__((formrgIdx)))at(p | ^ rintf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMATIn file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: (strIn file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.hIdx:, vaArgIdx) __attribute__((f16o: In file included from rmat(printf, strIdx, vaArgId../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12x))) | ^ : In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FO: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11R: MAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdxIn file included from )/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:)) | ^ 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:) 12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hPETSC_A:6: In file included from TTRIBUTE_/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: FORMIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590A:T(2,79 : warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 3 1590 | PETSC_E)XTERN P; e| ^tscErrorC /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299o:de PetscFPrintf(MPI_Comm, 67: FILE *, cnote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' onst char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaA:299rgIdx) __attribute__((format(printf:,67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' st r Id299x | ,#defi vaArgIdx))) ne P | ^ ETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11In file included from : In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: ../NodeConnectivity/./../bindings.hIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, co:19: nst char[], ...) PIn file included from ET../NodeConnectivity/./.././matlab/io/matlabio.h:16SC_ATTRI: BIn file included from U../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.hT:E11: _In file included from FORMAT../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h(3,:12 4); | ^ : In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 1592 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __a:70: ttribute__warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ((for mat(pri1592 | PETntf, strIdxS, Cv_aEArgIdx)X)T) | ^ ERN PetscErrorCode PetscPrintf(MPI_CoIn file included from m../ProcessRifts/ProcessRifts.cppm, c:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:o19n: sIn file included from t../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from char[../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: ]In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h,: 6.: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h..) PETSC_ATTRIB:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hU:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] T1592E | _PETSC_EXTERN PetscErrorCode PetscPriFORMAntf(MPI_CommT, (const2 char[], ...) P, 3)ET;S C _| ^AT TRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299 :67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(s 299 | In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp trIdx, vaArgIdx) __attri:bute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h18:: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from 12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8 : #/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hd:e1593f:i78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ne PETSC_ATT../MeshProfileIntersection/./../bindings.hRIBUTE_:FORMAT(st 1593 | PETSC_EXTERN PetscErrorrCode Petsc19I: In file included from d../MeshProfileIntersection/./.././matlab/io/matlabio.hx:,16 : vIn file included from S../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11NPrintf(char *, size_t: , In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hc:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from onst /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hchar[], ...) PETSC_AT:aATRrIBgIdx) __aUTEttribute__((format(printf, strIdx, vaArg_FORMAT(3, 4); 6 | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h: :299:In file included from 67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h I299 | #define PETSC_ATTRIBUTE_FORMAT(strIdxd:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582, vaArgIdx) : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h_:_15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_attxriPbute__((f)o)) rrmaiva| te( ^c t(printf, strIdx, vaArgIdx))) | ^ onst char[], PetscObject, const char[], ...) PIn file included from ../ProcessRifts/ProcessRifts.cpp:5E: TSC_ATTRIn file included from ../ProcessRifts/./ProcessRifts.hIBUTE_:F19O: RIn file included from M../ProcessRifts/./../bindings.hATIn file included from ../NodeConnectivity/NodeConnectivity.cpp:5:(193: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h: ,:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: 4); | ^In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h::6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EIn file included from XTERN Petsc ErrorCode PetscSNP299r | i n tf#Count(char *, size_t, const char[], sidze_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ../NodeConnectivity/./NodeConnectivity.h 299 | #define P:E23T: SC_ATTRIBUTE_efine PFOERTMAT(strIdSx, vaAC_ATrgIIn file included from d../NodeConnectivity/./../bindings.hx:)19 __attribuT: tIn file included from e../NodeConnectivity/./.././matlab/io/matlabio.h_:_16((format(priRn: In file included from tf, ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.hst:11: rIIn file included from dx, vaArgIdx../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h))) | : ^I 12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:B11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from UTE_FORMAT(st/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from rIn file included from ../ProcessRifts/ProcessRifts.cpp/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h::58: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCodeIdx, vaAIn file included from ../ProcessRifts/./.././matlab/io/matlabio.h:PregtI16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from d../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: x) __aIn file included from ttribute__(sc../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hSNPrintf(:11(format: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from (/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from pr/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] chi ntf1597 | PE, stTSC_EXTERNa r P*e,t scErrorsriCode PetzscErrorPrintfDefaue_tl,t( const chcaorn[], ...) sPIEdTxS,C_A TTRIBUTE_FvaORMAAtT(1, 2); | ^ rg/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: Inote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETdSC_ATTRIBUTE_FORMATxc(strIdhar[]x), vaArgIdx) )__a) t t| r ^i bute__((format(printf, strI,dx, vaArgIdx.))) | ^ ..) PETSC_In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16AT: TRIBUTE_FOIn file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from RMAT(3../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PE,TSC_EXTERN PetscError Code PetscErrorPrintfNone(c4); on| s ^t char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h 299 | #define:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' PETSC_ATTRIBUTE _299F | #dORMAeTf(isne trIdx, PvEaArgIdx) __aTttriSbCu_tAeT_TRI_((BUforTE_FORMAmTat((prsitnrtIf, strIdx, vdx, vaArgIdx))) | ^ aIn file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hAr:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11g: IIn file included from ../ProcessRifts/ProcessRifts.cpp:5dx) __attribute__((format(printf, strIdx,: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h vaArgIIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h::d6x))) | ^ 6: In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:../NodeConnectivity/./.././matlab/io/matlabio.h8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: :warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 16: 1599 | PETSC: In file included from In file included from _EXTERN PetscErrorC/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.ho:6: de PIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hets../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from cHelp:PrintfDe../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from f../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h8:: 11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: aIn file included from In file included from ult(MPI_Com/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:m266, const c:81:har[]/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h , ...) Pwarning: ETSC_AT'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]TRIBUTE_FORMAT(2, 3); | ^ :8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h1594:299: 266 | :67:P note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__(93ETS(form:at(C prin_twarning: f'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes], strIdx, va 1594 | PETASCrgI_EdxE)XTERN)) | XTER ^ N PetscErrPeortCoscErrorCIn file included from de Peto../ProcessRifts/ProcessRifts.cppde Pe:s5: In file included from ../ProcessRifts/./ProcessRifts.hc:19L: tscSIn file included from ogObjecNP../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:t11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12rintfCState(Peotusntc(char *, size_: OIn file included from b../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hject, const chart[], .,.. )c oPETSC_A:11: In file included from nst chaTrTR[I/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h]:B6: ,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hs:i6z: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] e 1608 | PETSC_EXUTE_T_FERtN *, P.e.t.s)c EPrEORMATSC_ATTRIBUTE_FrorCOode PetscTSy(2nchrRoMnized,Pr 3);intf(MPI_CAomTm(,3 const , | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: 5);cnote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUharT[ ]| ^E,_ F ...) /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hPETSC_OARTMTARTI(BsUtTrEI_dFxO,R MvAaT(2Arg:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ,Id x3); | ^ ) 299 | /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: __atnote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_tAri#deTTRIbute__((formfBUTE_FORMATiat(strIdx, vaArn(ep rintf, PsETtgIdx)r _I_adtx,tr ibute__((forvaArgmat(printf, SC_ATTRIsBtUrTIEdx, vaArgIdx)_F)) | ^ ORMAIT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ dx))) In file included from | ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: ^In file included from In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23../ProcessRifts/./../bindings.h: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from :../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h19: :In file included from 11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:16: :6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609In file included from :../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : 1609 | PETSC_EX6: TERN PetsIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:cErrorCode PetscSynchronizedFPrintf(MP6I_Comm, FIL: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6E *, : const char[], ...) PETSC_In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hATTRI:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] BUTE_FORMAT(3, 4); | ^ 1597 | P/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hE:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' TSC_ 299 | E #defiXTne PETSC_ATETRRN PetscErrorCIBUTE_FOode PetRMsAT(strIdx, vcEraArgIdx) rorPrintfDefault(const char[], .__attri..) PETSC_ATTRIBUbute__((format(priTE_FORMAT(1, 2); | ^nt f, strIdx/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h,: 299vaArgIdx:67):) ) note: | expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ^ 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h note: :expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETS19C_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h_:16_: (In file included from (../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.hf:o11r: mIn file included from a../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: t(pIn file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8r: intf, strIdx, vaArgIdx)/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h)) | ^ :1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../ProcessRifts/ProcessRifts.cpp:5: In file included from ../ProcessRifts/./ProcessRifts.h:19: In file included from ../ProcessRifts/./../bindings.h:19: In file included from ../ProcessRifts/./.././matlab/io/matlabio.h:16: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../ProcessRifts/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../NodeConnectivity/NodeConnectivity.cpp:5: In file included from ../NodeConnectivity/./NodeConnectivity.h:23: In file included from ../NodeConnectivity/./../bindings.h:19: In file included from ../NodeConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../NodeConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../MeshProfileIntersection/MeshProfileIntersection.cpp:18: In file included from ../MeshProfileIntersection/./MeshProfileIntersection.h:19: In file included from ../MeshProfileIntersection/./../bindings.h:19: In file included from ../MeshProfileIntersection/./.././matlab/io/matlabio.h:16: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../MeshProfileIntersection/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. 18 warnings generated. 18 warnings generated. CXX ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity_matlab_la-PropagateFlagsFromConnectivity.lo CXX ../Chaco/Chaco_matlab_la-Chaco.lo CXX ../Triangle/Triangle_matlab_la-Triangle.lo CXX ../Kriging/Kriging_matlab_la-Kriging.lo In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127../Kriging/Kriging.cpp:4In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscErro: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:r(M16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: PI_Com15In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hm, int, con:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const s1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETStc char *, conhC_EXTERN PetscErrorCodear *, cons (*PetscErrorPrintf)(const ct chashar[], ...) PETSCt_ATTRIBUTE_FORMAT(1, 2) char *, PetscErrorCode, PetscErrorTypr ;*,e PetscErrorCode, PetscErrorType, const char *,, .. | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #defconst ch.) ine PETSC_ATTRIaBUTE_FORMAT(strIdx,PE vaArgrTSC_ATTRI I*, ...) PETSC_ATdx) __attributBUTE_e__C((format(printf, strIdOxLT, vaArgIdx))) | ^ RIBUTE_COLD PETSC_ATTRID PETSC_ATTRIBUTBUETE__FFOORRMMAATT((77, ,8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT'8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgI 299dx))) | | ^ #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hIn file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h::15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:157719:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PE: TIn file included from SC_../PropagateFlagsFromConnectivity/./../bindings.hIn file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27:19E: In file included from ../Triangle/./../bindings.h:19: In file included from XTERN PetscErrorCode../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h: (*PetscHe:lpPrintf)(MP11In file included from I../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h: :16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:In file included from 11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: _Com/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hm:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes], In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PectscErrorPri onst char[], ...) PETSC_ATTRIBUTE_ntf)(const char[],1365 | PET ...) PETSC_ATTRIBUTE_FSCFORMAT(2,O_EXTERN PetRMAT(1, 2); 3s);| c E | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #definrrorCode (*P ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define Pete PETSC_ATTRIBUTE_ETSC_sATTRIBUTEcErrorPrintf)(const _FFORMAT(strchar[], I...) PETSdx, vaOAC_ATTRIBUTE_FORMAT(1RMAT(strIdx,rgIdx) __attribute__((form, vaArgIdx) __attributa2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: t(printf, strIdx, vaArgIdx))) | ^ e__((fonote: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | rmat(pr#define intf,PET strIdx, vaArgIdx))) | ^ SC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.hIn file included from :16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:../Triangle/Triangle.cpp| :155: : In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hIn file included from ../Triangle/./Triangle.h:27: In file included from ^../Triangle/./../bindings.h :19: :In file included from ../Triangle/./.././matlab/io/matlabio.h:16/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:11299: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h: In file included from :/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: :15/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h::1577:776: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6:: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: 15771577: | :PETSC_77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] EXTE R1577N | PPEeTtSsCc_EErXrToERN PreCtosdceE r(r*oPreCode (*tPsectHseclHpePlrpiPrinntf)(MPI_Cotmm, consft) (cMPI_Cohmm, const ar[], c..h.a) PETSr[],C_ATT ...) PETSC_ATTRIBUTE_FORMAT(R2IBUTE_FOR, 3);M | ^ 67/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' AT(2, 3); | 299 | #d ^efine PETSC_ATTR I/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299B:U TEnote: _F:67: note: Oexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'R MAT(strIdx, vaAr 299 | gIdx #)define PET S__attriCbute__((_ATTRfIormat(printBfU,T E_FORstrMAITd(x, vexpanded from macro 'PETSC_ATTRIBUTE_FORMAT'strIdx,aAr vaArgIdxg))) I d| x) __attribute__(( ^format(pr intf, strIdx, vaArgIdx))) | ^ 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERconst char[], ...N PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67): PETSC_AT note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' T RIBUTE_FORMAT(2, 3)299; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: | #define PE 299 | #define PETSC_ATTSC_ATTRIBUTE_FTRIIn file included from OBRMAUTT(Est_FORMATr(strIdx,I dx, vaArgIdx) __attrvaArgibutIdx) __attribute__((formaet(prin__((ftormat(pf, strIrintf, strIdx,dx, vaAr vaArgIdxgI)dx)))) ) | ^ | ^ ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from : In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogOwarning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscbjeEctState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' r299 | #rdefoine PETSCr(MPI_Comm, int, const char_ ATTRIBUTE*, const char *, Pet_FORMATs(strIdx, vacArgIdx) __attriEbute__((format(prrintf, strIdx, vaArgIdx))) | ^ rorCode, In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, : const chaIn file included from r[], ...) PETSC_../Kriging/./.././matlab/io/../../../c/classes/./Vertex.hATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ PetscErrorType, const char *, ...) PET:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:S15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hC:11: _In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:ATTRIB6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrUTE_COLD PEToSC_ATTRIBUTrCode PetscE_FFPORMAT(7, 8); | ^ rintf(M/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.hPI_Comm, FILE *, const char[], ...) PETSC_ATTRIB:299UTE_:F67O:R note: MAT(3expanded from macro 'PETSC_ATTRIBUTE_FORMAT', 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRI299B | #defUTiE_FORMAT(strIdx, vaArgIdx) __attribute__((format(prIn file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cppi:ntf, strIdx5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19, vane: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:ArgIdx))) | ^ 19: In file included from In file included from ../Kriging/Kriging.cpp:../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h4:: 16In file included from : ../Kriging/./Kriging.hIn file included from :../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h19:11: In file included from P../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from 15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: EIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: :6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hIn file included from :6: ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h::118: In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.hTSC_ATTRIBUTE_: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h::F1590:79:1592 :70warning: :'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]O 1590 | PETSC_EXTE 1592 | RPREMN PetscETSC_EXTERN PetscErrorrCode PATe(tscrorCode Printf(MPI_Comm, coPnestts ccFhParintf(Mr[], ...PI_Comm, FILE *) PETSC_,ATTR IBUTE_FORcMoAnsTt cha(2, 3); | ^ st/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ArIn file included from ../Triangle/Triangle.cpp:5T[Tr: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:R19I]: IdIn file included from x../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h,:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:BU12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15T: EIn file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] _FORMAT(strIdx, vaArgIdx) __attribute__((for 1590 | PETSC _.E.X.TERN PetscErrorCode Pe)ts PcmFPrintf(MPI_Comm, FILE *, const char[], .E.T.) PETSSC_ATTRIBUTE_FORMAT(a,3, 4)C; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h_AT:t(TRp299:67 vI:BUT E_note: aexpanded from macro 'PETSC_ATTRIBUTE_FORMAT' ArgIdx) __ at299tr | ib ute__((form #define PETSC_ATTRIBUTE_FOFat(RrORMAT(3, 4);MAT(strIdx, vaArgIdx) __attribute__((forma pt(printf, strIdx, vaAr| gIdx))) ^ i | ^ rint/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ntf, str299 | Idx, vaArgIdx) #def)) In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h :27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: iIn file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: ne PETSC| In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: fIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: _In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ^A 1592 | PETSC_EXTERN Petsc ErrorCode PetscPrintfTTRIBUTE_FORMAT(strIdx(MPI_Comm, const char[], ...) PETSIn file included from C_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) ../Kriging/Kriging.cpp__at,tr :4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.hv:,a ArgIsdx) __attribute__((format(printf, strIdx, va19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: tArgIdx)In file included from r)../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:) | ^ Idx, vaArg11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hIn file included from I../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5:: 8In file included from : ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] d x:)1593 | PET)S) | ^ 19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: C_EXTERNIn file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h: 11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from P../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.he:t11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:scErrorC8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: owarning: d'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] e 1592 | PETSC_EXPetscSNPTERrintf(char *, size_t, const chN PetscErrorCode PetscaPrintf(MPI_Comm, const char[]r[], ...) ,P E.T.SIn file included from C_ATTRIBUTE_FORMAT(3, 4); ../Chaco/Chaco.cpp.:11): In file included from PETSC_ATTRIBUTE_../Chaco/./Chaco.hFORMAT(2:,20 3)| ^ : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:In file included from ; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ../Chaco/./../bindings.h 299 | :19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT':6 : #define 299 | #In file included from def/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: PIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:i8n: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:ETSC_ATTRIBUTE_FOe PETSC_ATTRIBUTE_FORMA1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365T:(68s: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] R 1365 | PETSC_EXTERMAT(strIdx, vaArgIdx)tr __aNttIdx, va PetscErArgIdx)rirbute__((format(printf, strIdx, vaArgIdx))) | ^ orCode (i*P__etscErrorPrintf)(atcotnIn file included from ../Kriging/Kriging.cpp:butst char[],ribut ...4) PETSeC: __((formIn file included from ../Kriging/./Kriging.hat(print:19f, s: In file included from trI_../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from A../Kriging/./.././matlab/io/../../../c/classes/classes.hd:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hTTRIBUT:E_FORMAT6(: xIn file included from , vaArgIdx))) /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h: | ^ 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErr1or,C o2d)e PetscSNPri; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' ntfCount(char *, size_t, 299 | #define PETSC_ATTRIBUTE_FORMAT(st rIdx, vaArgIdconst char[]x) e__a,_In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp ttsriibute__((forze_t *, ...) PETSC_A:mat(printf, strTTRIBIdx,5 U: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19T: In file included from E_FORMAT(3, ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h5vaArgIdx))) | ^ :16);: _In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h: | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from _ATTRIBUTE_FORM../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:AT(strIdx, vaArgIdx) __attribute__((format(printf, strI6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: dx, vaArgIdIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:x))) | ^ 8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78In file included from : warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_E../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15XTE: RIn file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: N PetIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hsc:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hError:Code 6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from PetscSN(Printf(char *, size_/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]t, const char[], ...) 1597 | PEPT(SETSCC_ATTfRoIrB_EXTERN PeUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define tscErroPETSC_ATTRIBUTrCodE_FORMAT(estrIdx, vaArgIdx) __am PetscErrorPrintfDefault(constt chartribute__((format(p[], ...) PETSC_ATTRIBUTE_FOrRMAT(1, 2intf, strIdx, va); | ^ A/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:rgIdx) )note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUIn file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:)TE11_FO: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15R: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: M/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h : | ^ AT1577(s:at77:rIdt(printf, strIdx, vaAx, vaArgIdx) __attri warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*Pebute__((format(tscHeplpPrintfr)i(ntMIn file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.hfP, strIdx, vaArgIdx))) | :I_Comm, const char[], ^...) 19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h :11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:P6E: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:TS8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:C1594_:A93In file included from T../Kriging/Kriging.cpp:T4R: IIn file included from B../Kriging/./Kriging.hU:19: TIn file included from ../Kriging/./../bindings.h:19: :In file included from E_FORMAT(2, 3); | ^../Kriging/./.././matlab/io/matlabio.h :warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTR161594 | PETSC_: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from IBU../Kriging/./.././matlab/io/../../../c/classes/./Vertex.hE:12rgIdx))) | ^: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.hXTTERN PetscE_:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: FORMATE(In file included from s/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.ht:rrroIrdCodx6: ,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hv:6aArgIdx) __attrib: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69e Peute__((f: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ormat1598( | printf, strIdx, PETSC_EXTERN PetscErrorCode PetsvaAtscSNPricEnrtrofCroPruinntfNone(const charr gId[t(charIn file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: ], ...) PETSC_ATTR x*,))I) siz e| ^ _BUTE_FORt, const char[], sizMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67e_t: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define *, ...) PETSC_ PETATTRIBSC_ATTRIBUTEU_TFE_FOORRMMAATT(3,(strId 5x,); vaArgIdx) __attrib | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67:u note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299te__((f | #defione PETSC_ATTRIrmat(printf, strIdx, vaBUTArEgI_FOdRMAxT(s))trI)dx, vaA r| ^ gIdx) __attribute__((format(printf, strIdx, vaArgIdx)In file included from )) | ^ ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from In file included from ../Kriging/./../bindings.h:/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h19:: 6In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:6: In file included from 19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from 11/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from :81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h 1599 | PETSC_EXTERN P:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: ets/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: :1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXcErrorCodTERN Pee PetsctsIn file included from EcHelprrorCode PetscErrorPPrintfDefault(const chrar[], ...i) PETSC_ATTRIBUTE_FORMAT(1, ntfDefa2/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h):6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hult(MPI_Comm;:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: | ^ ,/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: const char[], ...) PETSC_ATTRIBUTE_FORMAT(expanded from macro 'PETSC_ATTRIBUTE_FORMAT'2 , 3); 299 | | ^ #/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' define PETSC_ATT R299I | #deBUTfine PEET_SFORMAT(strIdx, vaArgCIdx) ___AIn file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:TTRIBUTE_FORMAT(strIdx, vaArgIdx16a: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.httribute_) __:15: _a(t(In file included from fo../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11t: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hi:b6ur: te__((forIn file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hmat(pmat(pr:i6: n'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes]rintf, strIdxtf, strIdx, vaArgIdx))) | ^ In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:,8: In file included from vaArgIdx))) | ^/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h: 1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : 1593 15 | PETSC_EXTERN PetscErrorCode In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hP:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from | PETSC_EXTERN PetscErrore/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: 6tscInf: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] In file included from o_P../Kriging/./.././matlab/io/matlabio.h:r16i: vIn file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: aIn file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.hC:odt e(1598 | 11P: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: EIn file included from T/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.hS:C6_EXTE: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:const char[], PetRs6cObNjee: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] PetscErr1608 | PEoTSrCC_oEdXeT EPReNtscErrorP cPte,r inctonstf None(const PetscSNPtscErrrintf(char *, sizchar[], ...) PETScorCohar[], ...) PETdeSC_ATTRIBUTCE__A TPTeRtIsBcUSTyEn_cFhOrRoMFORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | AT(3n i #define PETSC_A,zeedP 4T)TRIBUTEr_t, intcfonst; c_(| ^ FORMATM/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h(strIdxPI, vaArgIdx) :_Comm, con__attribute__((forma299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' t(p rintf, strIdx, 299v | a #sAtr gcIhdar[]define, PETShar[]x))) | ^...) PETSC_CA_ATTRIBUTE_F TORMAT(strIdx, vaArgIdx) __aIn file included from tTRIBUTE_FORMAT(tri../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cppb:5u: In file included from , 2te__((for../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.hm:at(p19.r: iIn file included from .../PropagateFlagsFromConnectivity/./../bindings.h:19,n t3: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: ); | ^f , strId.x,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h vaArgIdx))) | ^ :11:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' : In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h: 15299: | In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h :11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:#define PETSC8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __at1599:81:tribute__((f warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERormN PetscErrat(printf, strIdxo,rC odve aPeAtrgIdx))scHelpPrintfD) | ^ efault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(In file included from ../Kriging/Kriging.cpp:4): PIn file included from ET../Kriging/./Kriging.h:192: , In file included from 3)../Kriging/./../bindings.h; | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:19: :67: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #In file included from d../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:e12fine : In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hPET:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6SC_ATTRIBUTE: _FORMAT(strIdx,In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:vaArgId6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: x'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETS) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ C_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const charIn file included from [../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #def:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: ineIn file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h PETSC_ATTRIBUTE:_FORMAT(strI11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: dx, vaAIn file included from r../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11gIdx): In file included from _/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h_:attIn file included from r../Chaco/Chaco.cppibu6t: eIn file included from :/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:116: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:__((format(pri6: In file included from : /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hIn file included from S../Chaco/./Chaco.h:20: nIn file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from :../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h8:t11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] f, strIdx, vaAr 1608 | PETSCgIdx))) _E:6: | ^ XIn file included from TERN PetscErrorCode PetscSyn/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hchronizedPrintf(:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] M 266 | PETSC_EXTERN PetscErrorCode PetscLogObPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMATjectSta(t2e,(PetscOb ject, const c3); | ^h ar[], .../Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h): 299P:E67T:S Cnote: _expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #definATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299e:67 :P Enote: Texpanded from macro 'PETSC_ATTRIBUTE_FORMAT'S C_ATT 299 | #RIBUTE_FORdefine PETSC_ATTMAT(strIdx, vRaArIgBIUdTxE)_ F_O_RaMtAtTr(isbturtIed_x, v_((Cfo_ArTmTRaIBaArgIdx) __attrt(printf, stirIdx,bute__((format(printf, st vaArgrIIdx, vaArgIdx))) | ^dx))) | ^ In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ UTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] : In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 1594 | PETSCIn file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] _EXTE 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTRE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ N PetscErrorCode In file included from P../Chaco/Chaco.cpp:e11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ tscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdIn file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: xIn file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h): 15_: _In file included from a../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.ht:t11r: iIn file included from b/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.hu:t6e: _In file included from _/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h(:(6f: oIn file included from r/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.hm:a6t: (printf, strIdx, In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240vaArgIdx))) | ^ :84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintfIn file included from (../Triangle/Triangle.cppP:e5t: In file included from ../Triangle/./Triangle.hs:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' c 299 | #define PETSC_VAiTeTwReIrB,U TcEo_nst chaFORMArT(strIdx, vaArgIdx) __attrib[],ute__ ((.f.o.r)m aPtE(TpSrCi_nAtTfT,R stIrIdx, vaArgIdx))) | ^ BUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #deIn file included from f../Triangle/Triangle.cppi:ne PETSC5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: _ATTIn file included from R/Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.hI:8B: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] UTE_F 1609 | PETSC_EXTERN PeOtscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #dRefine PETSC_ATTRIBUTEMA_TF(strIdx, OvaRMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ ArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../PropagateFlagsFromConnectivity/PropagateFlagsFromConnectivity.cpp:5: In file included from ../PropagateFlagsFromConnectivity/./PropagateFlagsFromConnectivity.h:19: In file included from ../PropagateFlagsFromConnectivity/./../bindings.h:19: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/matlabio.h:16: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../PropagateFlagsFromConnectivity/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Kriging/Kriging.cpp:4: In file included from ../Kriging/./Kriging.h:19: In file included from ../Kriging/./../bindings.h:19: In file included from ../Kriging/./.././matlab/io/matlabio.h:16: In file included from ../Kriging/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Kriging/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Triangle/Triangle.cpp:5: In file included from ../Triangle/./Triangle.h:27: In file included from ../Triangle/./../bindings.h:19: In file included from ../Triangle/./.././matlab/io/matlabio.h:16: In file included from ../Triangle/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Triangle/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../Chaco/Chaco.cpp:11: In file included from ../Chaco/./Chaco.h:20: In file included from ../Chaco/./../bindings.h:19: In file included from ../Chaco/./.././matlab/io/matlabio.h:16: In file included from ../Chaco/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../Chaco/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ 18 warnings generated. 18 warnings generated. CXX ../CoordTransform/CoordTransform_matlab_la-CoordTransform.lo 18 warnings generated. CXXLD libISSMMatlab.la CXXLD libISSMApi_matlab.la 18 warnings generated. CXXLD InterpFromGrid.la ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libpmpi.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpicxx.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpi.dylib, ignoring unexpected dylib file ld: warning: -undefined suppress is deprecated In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1306:127: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1306 | PetscError(MPI_Comm, int, const char *, const char *, PetscErrorCode, PetscErrorType, const char *, ...) PETSC_ATTRIBUTE_COLD PETSC_ATTRIBUTE_FORMAT(7, 8); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1278: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscerror.h:1365:68: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1365 | PETSC_EXTERN PetscErrorCode (*PetscErrorPrintf)(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1577:77: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1577 | PETSC_EXTERN PetscErrorCode (*PetscHelpPrintf)(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:15:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 15 | PETSC_EXTERN PetscErrorCode PetscInfo_Private(const char[], PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1582: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petsclog.h:266:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 266 | PETSC_EXTERN PetscErrorCode PetscLogObjectState(PetscObject, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1590:79: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1590 | PETSC_EXTERN PetscErrorCode PetscFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1592:70: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1592 | PETSC_EXTERN PetscErrorCode PetscPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1593:78: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1593 | PETSC_EXTERN PetscErrorCode PetscSNPrintf(char *, size_t, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1594:93: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1594 | PETSC_EXTERN PetscErrorCode PetscSNPrintfCount(char *, size_t, const char[], size_t *, ...) PETSC_ATTRIBUTE_FORMAT(3, 5); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1597:72: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1597 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfDefault(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1598:69: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1598 | PETSC_EXTERN PetscErrorCode PetscErrorPrintfNone(const char[], ...) PETSC_ATTRIBUTE_FORMAT(1, 2); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1599:81: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1599 | PETSC_EXTERN PetscErrorCode PetscHelpPrintfDefault(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1608:82: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1608 | PETSC_EXTERN PetscErrorCode PetscSynchronizedPrintf(MPI_Comm, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:8: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscsys.h:1609:91: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 1609 | PETSC_EXTERN PetscErrorCode PetscSynchronizedFPrintf(MPI_Comm, FILE *, const char[], ...) PETSC_ATTRIBUTE_FORMAT(3, 4); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:240:84: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 240 | PETSC_EXTERN PetscErrorCode PetscViewerASCIIPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:241:96: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 241 | PETSC_EXTERN PetscErrorCode PetscViewerASCIISynchronizedPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:258:86: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 258 | PETSC_EXTERN PetscErrorCode PetscViewerStringSPrintf(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ In file included from ../CoordTransform/CoordTransform.cpp:6: In file included from ../CoordTransform/./CoordTransform.h:20: In file included from ../CoordTransform/./../bindings.h:19: In file included from ../CoordTransform/./.././matlab/io/matlabio.h:16: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/classes.h:11: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./Vertex.h:12: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/toolkits.h:15: In file included from ../CoordTransform/./.././matlab/io/../../../c/classes/./../toolkits/./petsc/petscincludes.h:11: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscksp.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscpc.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmat.h:6: In file included from /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscvec.h:12: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscviewer.h:288:88: warning: 'format' attribute argument not supported: mexPrintf_800 [-Wignored-attributes] 288 | PETSC_EXTERN PetscErrorCode PetscViewerVUPrintDeferred(PetscViewer, const char[], ...) PETSC_ATTRIBUTE_FORMAT(2, 3); | ^ /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/include/petscmacros.h:299:67: note: expanded from macro 'PETSC_ATTRIBUTE_FORMAT' 299 | #define PETSC_ATTRIBUTE_FORMAT(strIdx, vaArgIdx) __attribute__((format(printf, strIdx, vaArgIdx))) | ^ ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpicxx.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libpmpi.dylib, ignoring unexpected dylib file ld: warning: /Users/jenkins/workspace/macOS-Silicon-Examples/externalpackages/petsc/install/lib/libmpi.dylib, ignoring unexpected dylib file 18 warnings generated. ld: warning: -undefined suppress is deprecated ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD BamgMesher_matlab.la CXXLD BamgConvertMesh_matlab.la CXXLD BamgTriangulate_matlab.la CXXLD ContourToMesh_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD ContourToNodes_matlab.la CXXLD DistanceToMaskBoundary_matlab.la CXXLD ElementConnectivity_matlab.la CXXLD ExpSimplify_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD ExpToLevelSet_matlab.la CXXLD InterpFromGridToMesh_matlab.la CXXLD InterpFromMesh2d_matlab.la CXXLD InterpFromMeshToGrid_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD InterpFromMeshToMesh2d_matlab.la CXXLD InterpFromMeshToMesh3d_matlab.la CXXLD IssmConfig_matlab.la CXXLD MeshPartition_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD MeshProfileIntersection_matlab.la CXXLD NodeConnectivity_matlab.la CXXLD PointCloudFindNeighbors_matlab.la CXXLD ProcessRifts_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD PropagateFlagsFromConnectivity_matlab.la CXXLD Triangle_matlab.la CXXLD Chaco_matlab.la CXXLD Kriging_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD CoordTransform_matlab.la ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found make[4]: Nothing to be done for `all-am'. make[3]: Nothing to be done for `all-am'. make[2]: Nothing to be done for `all-am'. Making install in src Making install in c CXXLD issm.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_slc.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD kriging.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_dakota.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_post.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_slc.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD kriging.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_dakota.exe ld: warning: -bind_at_load is deprecated on macOS CXXLD issm_post.exe ld: warning: -bind_at_load is deprecated on macOS ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Silicon-Examples/lib' /bin/sh ../../libtool --mode=install /usr/bin/install -c libISSMCore.la libISSMOverload.la libISSMModules.la '/Users/jenkins/workspace/macOS-Silicon-Examples/lib' libtool: install: /usr/bin/install -c .libs/libISSMCore.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.dylib libtool: install: /usr/bin/install -c .libs/libISSMCore.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMCore.la libtool: install: /usr/bin/install -c .libs/libISSMOverload.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.dylib libtool: install: /usr/bin/install -c .libs/libISSMOverload.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMOverload.la libtool: install: /usr/bin/install -c .libs/libISSMModules.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.dylib libtool: install: /usr/bin/install -c .libs/libISSMModules.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMModules.la ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Silicon-Examples/bin' /bin/sh ../../libtool --mode=install /usr/bin/install -c issm.exe issm_slc.exe kriging.exe issm_dakota.exe issm_post.exe '/Users/jenkins/workspace/macOS-Silicon-Examples/bin' libtool: install: /usr/bin/install -c .libs/issm.exe /Users/jenkins/workspace/macOS-Silicon-Examples/bin/issm.exe libtool: install: /usr/bin/install -c .libs/issm_slc.exe /Users/jenkins/workspace/macOS-Silicon-Examples/bin/issm_slc.exe libtool: install: /usr/bin/install -c .libs/kriging.exe /Users/jenkins/workspace/macOS-Silicon-Examples/bin/kriging.exe libtool: install: /usr/bin/install -c .libs/issm_dakota.exe /Users/jenkins/workspace/macOS-Silicon-Examples/bin/issm_dakota.exe libtool: install: /usr/bin/install -c .libs/issm_post.exe /Users/jenkins/workspace/macOS-Silicon-Examples/bin/issm_post.exe make[3]: Nothing to be done for `install-data-am'. Making install in m ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Silicon-Examples/bin' make[3]: Nothing to be done for `install-data-am'. Making install in wrappers Making install in matlab ../../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Silicon-Examples/lib' /bin/sh ../../../libtool --mode=install /usr/bin/install -c libISSMMatlab.la libISSMApi_matlab.la BamgConvertMesh_matlab.la BamgMesher_matlab.la BamgTriangulate_matlab.la ContourToMesh_matlab.la ContourToNodes_matlab.la DistanceToMaskBoundary_matlab.la ElementConnectivity_matlab.la ExpSimplify_matlab.la ExpToLevelSet_matlab.la InterpFromGridToMesh_matlab.la InterpFromGrid.la InterpFromMesh2d_matlab.la InterpFromMeshToGrid_matlab.la InterpFromMeshToMesh2d_matlab.la InterpFromMeshToMesh3d_matlab.la IssmConfig_matlab.la MeshPartition_matlab.la MeshProfileIntersection_matlab.la NodeConnectivity_matlab.la PointCloudFindNeighbors_matlab.la ProcessRifts_matlab.la PropagateFlagsFromConnectivity_matlab.la Triangle_matlab.la Chaco_matlab.la Kriging_matlab.la CoordTransform_matlab.la '/Users/jenkins/workspace/macOS-Silicon-Examples/lib' libtool: install: /usr/bin/install -c .libs/libISSMMatlab.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.dylib libtool: install: /usr/bin/install -c .libs/libISSMMatlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMMatlab.la libtool: install: /usr/bin/install -c .libs/libISSMApi_matlab.dylib /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.dylib libtool: install: /usr/bin/install -c .libs/libISSMApi_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/libISSMApi_matlab.la libtool: install: /usr/bin/install -c .libs/BamgConvertMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/BamgConvertMesh_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgConvertMesh_matlab.la libtool: install: /usr/bin/install -c .libs/BamgMesher_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/BamgMesher_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgMesher_matlab.la libtool: install: /usr/bin/install -c .libs/BamgTriangulate_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/BamgTriangulate_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/BamgTriangulate_matlab.la libtool: install: /usr/bin/install -c .libs/ContourToMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ContourToMesh_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToMesh_matlab.la libtool: install: /usr/bin/install -c .libs/ContourToNodes_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ContourToNodes_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ContourToNodes_matlab.la libtool: install: /usr/bin/install -c .libs/DistanceToMaskBoundary_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/DistanceToMaskBoundary_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/DistanceToMaskBoundary_matlab.la libtool: install: /usr/bin/install -c .libs/ElementConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ElementConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ElementConnectivity_matlab.la libtool: install: /usr/bin/install -c .libs/ExpSimplify_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ExpSimplify_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpSimplify_matlab.la libtool: install: /usr/bin/install -c .libs/ExpToLevelSet_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ExpToLevelSet_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ExpToLevelSet_matlab.la libtool: install: /usr/bin/install -c .libs/InterpFromGridToMesh_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromGridToMesh_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGridToMesh_matlab.la libtool: install: /usr/bin/install -c .libs/InterpFromGrid.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromGrid.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromGrid.la libtool: install: /usr/bin/install -c .libs/InterpFromMesh2d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromMesh2d_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMesh2d_matlab.la libtool: install: /usr/bin/install -c .libs/InterpFromMeshToGrid_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromMeshToGrid_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToGrid_matlab.la libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh2d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh2d_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh2d_matlab.la libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh3d_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh3d_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/InterpFromMeshToMesh3d_matlab.la libtool: install: /usr/bin/install -c .libs/IssmConfig_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/IssmConfig_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/IssmConfig_matlab.la libtool: install: /usr/bin/install -c .libs/MeshPartition_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/MeshPartition_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshPartition_matlab.la libtool: install: /usr/bin/install -c .libs/MeshProfileIntersection_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/MeshProfileIntersection_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/MeshProfileIntersection_matlab.la libtool: install: /usr/bin/install -c .libs/NodeConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/NodeConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/NodeConnectivity_matlab.la libtool: install: /usr/bin/install -c .libs/PointCloudFindNeighbors_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/PointCloudFindNeighbors_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PointCloudFindNeighbors_matlab.la libtool: install: /usr/bin/install -c .libs/ProcessRifts_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/ProcessRifts_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/ProcessRifts_matlab.la libtool: install: /usr/bin/install -c .libs/PropagateFlagsFromConnectivity_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/PropagateFlagsFromConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/PropagateFlagsFromConnectivity_matlab.la libtool: install: /usr/bin/install -c .libs/Triangle_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/Triangle_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Triangle_matlab.la libtool: install: /usr/bin/install -c .libs/Chaco_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/Chaco_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Chaco_matlab.la libtool: install: /usr/bin/install -c .libs/Kriging_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/Kriging_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/Kriging_matlab.la libtool: install: /usr/bin/install -c .libs/CoordTransform_matlab.mexmaca64 /Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.mexmaca64 libtool: install: /usr/bin/install -c .libs/CoordTransform_matlab.lai /Users/jenkins/workspace/macOS-Silicon-Examples/lib/CoordTransform_matlab.la make[4]: Nothing to be done for `install-data-am'. make[4]: Nothing to be done for `install-exec-am'. make[4]: Nothing to be done for `install-data-am'. make[3]: Nothing to be done for `install-exec-am'. make[3]: Nothing to be done for `install-data-am'. make[2]: Nothing to be done for `install-exec-am'. make[2]: Nothing to be done for `install-data-am'. Testing example: AMR WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Coarse mesh Construction of a mesh from a given geometry Step 2: Parameterization boundary conditions for stressbalance model: spc set as zero no smb.mass_balance specified: values set as zero no basalforcings.groundedice_melting_rate specified: values set as zero no basalforcings.floatingice_melting_rate specified: values set as zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found Step 3: Solve! checking model consistency marshalling file mismip.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 5/500 time [yr]: 5.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 6/500 time [yr]: 6.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 7/500 time [yr]: 7.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 8/500 time [yr]: 8.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 9/500 time [yr]: 9.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 10/500 time [yr]: 10.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 11/500 time [yr]: 11.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 12/500 time [yr]: 12.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance 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computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 17/500 time [yr]: 17.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 18/500 time [yr]: 18.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 19/500 time [yr]: 19.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 20/500 time [yr]: 20.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 21/500 time [yr]: 21.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 22/500 time [yr]: 22.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 23/500 time [yr]: 23.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions 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1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 36/500 time [yr]: 36.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 37/500 time [yr]: 37.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 38/500 time [yr]: 38.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 39/500 time [yr]: 39.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 40/500 time [yr]: 40.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 41/500 time [yr]: 41.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 42/500 time [yr]: 42.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating 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computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 47/500 time [yr]: 47.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 48/500 time [yr]: 48.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 49/500 time [yr]: 49.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 50/500 time [yr]: 50.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 51/500 time [yr]: 51.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 52/500 time [yr]: 52.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 53/500 time [yr]: 53.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 54/500 time [yr]: 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mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 66/500 time [yr]: 66.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 67/500 time [yr]: 67.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 68/500 time [yr]: 68.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 69/500 time [yr]: 69.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 70/500 time [yr]: 70.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 71/500 time [yr]: 71.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 72/500 time [yr]: 72.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 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mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.024189 Total Core solution elapsed time: 107.717 Linear solver elapsed time: 51.6421 (48%) Total elapsed time: 0 hrs 1 min 47 sec loading results from cluster [Warning: Directory already exists.] [> In AMRexportVTK (line 17) In runme (line 68)] SUCCESS Directory contains datasets only; no example to run. Testing example: EsaGRACE WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Global mesh creation Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.14.2-git-0cebcd9, 1 node, max. 1 thread] Info : Started on Tue Jan 27 08:11:16 2026 Info : Reading 'sphere.geo'... Info : Done reading 'sphere.geo' Info : Meshing 1D... Info : [ 0%] Meshing curve 1 (Circle) Info : [ 10%] Meshing curve 2 (Circle) Info : [ 20%] Meshing curve 3 (Circle) Info : [ 30%] Meshing curve 4 (Circle) Info : [ 40%] Meshing curve 5 (Circle) Info : [ 50%] Meshing curve 6 (Circle) Info : [ 60%] Meshing curve 7 (Circle) Info : [ 60%] Meshing curve 8 (Circle) Info : [ 70%] Meshing curve 9 (Circle) Info : [ 80%] Meshing curve 10 (Circle) Info : [ 90%] Meshing curve 11 (Circle) Info : [100%] Meshing curve 12 (Circle) Info : Done meshing 1D (Wall 0.00125317s, CPU 0.000616s) Info : Meshing 2D... Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt) Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt) Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt) Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt) Info : [ 60%] Meshing surface 22 (Surface, MeshAdapt) Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt) Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt) Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt) Info : Done meshing 2D (Wall 13.7234s, CPU 10.6843s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Tue Jan 27 08:11:30 2026 (From start: Wall 13.7546s, CPU 10.7138s) gmtmask: num vertices 7664 gmtmask: done Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 65)] Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.076539 Total Core solution elapsed time: 4.3498 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 4 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 5: Plot solutions SUCCESS Testing example: EsaWahr WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Step 2: Anisotropic mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 4149 Step 3: Define loads Step 4: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 73)] Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.058835 Total Core solution elapsed time: 0.668293 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 0 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 6: Plot solutions Step 7: Compare results against Wahr semi-analytic solutions SUCCESS Directory contains functions only; no example to run. Testing example: Greenland WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 6364 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In TemporaryParameterFile23608 (line 54) In parameterize (line 29) In runme (line 41)] Set other boundary conditions Set geothermal heat flux Set Pressure Single point constraints Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 57224.29 | 7295.477 49928.81 4.50625e-32 x = 1 | f(x) = 48746.04 | 3599.447 45146.54 0.05279271 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 48742.38 | 3596.285 45146.05 0.05279271 x = 1 | f(x) = 45647.91 | 2718.953 42928.83 0.1197843 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45671.31 | 2742.747 42928.44 0.1197843 x = 1 | f(x) = 45232.67 | 2698.813 42533.72 0.1369708 x = 0.381966 | f(x) = 45379 | 2603.929 42774.95 0.1236372 x = 0.618034 | f(x) = 45330.6 | 2648.425 42682.04 0.1276943 x = 0.763932 | f(x) = 45296.76 | 2671.065 42625.56 0.130842 x = 0.854102 | f(x) = 45276.86 | 2686.467 42590.26 0.1330319 x = 0.90983 | f(x) = 45264.68 | 2696.086 42568.46 0.1344787 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45240.36 | 2706.494 42533.73 0.1369708 x = 1 | f(x) = 43859.84 | 2340.536 41519.12 0.1890024 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43852.25 | 2334.282 41517.78 0.1890024 x = 1 | f(x) = 42920.97 | 2083.961 40836.77 0.2369752 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42920.9 | 2084.991 40835.67 0.2369752 x = 1 | f(x) = 40460.25 | 1899.183 38560.58 0.4824762 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40534.33 | 1973.32 38560.53 0.4824762 x = 1 | f(x) = 40130.78 | 1639.919 38490.36 0.4956304 x = 0.381966 | f(x) = 40164.85 | 1630.76 38533.6 0.4858795 x = 0.618034 | f(x) = 40134.1 | 1616.635 38516.98 0.4889848 x = 0.763932 | f(x) = 40129.15 | 1621.843 38506.82 0.4912867 x = 0.758239 | f(x) = 40130.73 | 1622.982 38507.26 0.4911914 x = 0.854102 | f(x) = 40130.59 | 1629.589 38500.5 0.4928555 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40131.86 | 1624.501 38506.87 0.4912867 x = 1 | f(x) = 39672.04 | 1494.393 38177.1 0.5404335 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39669.91 | 1492.656 38176.71 0.5404335 x = 1 | f(x) = 39036.52 | 1397.035 37638.85 0.6393392 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39035.7 | 1396.818 37638.25 0.6393392 x = 1 | f(x) = 38160.75 | 1434.238 36725.68 0.8373965 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38179.53 | 1453.779 36724.91 0.8373965 x = 1 | f(x) = 38018.08 | 1362.899 36654.32 0.8555446 x = 0.381966 | f(x) = 38006.1 | 1307.638 36697.62 0.8434183 x = 0.618034 | f(x) = 37998.93 | 1317.255 36680.83 0.8476997 x = 0.763932 | f(x) = 38004.57 | 1333.041 36670.68 0.8505411 x = 0.584017 | f(x) = 38003.78 | 1319.576 36683.36 0.8470667 x = 0.671791 | f(x) = 38003.38 | 1325.402 36677.13 0.8487227 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38003.23 | 1321.449 36680.93 0.8476997 x = 1 | f(x) = 37727.49 | 1293.449 36433.13 0.9076876 x = 0.381966 | f(x) = 37869.24 | 1283.536 36584.84 0.8699897 x = 0.618034 | f(x) = 37802.75 | 1274.511 36527.36 0.8841192 x = 0.763932 | f(x) = 37768.11 | 1276.053 36491.17 0.8930184 x = 0.854102 | f(x) = 37752.74 | 1283.039 36468.81 0.8985822 x = 0.90983 | f(x) = 37746.89 | 1290.972 36455.01 0.9020451 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37738.53 | 1304.491 36433.13 0.9076876 x = 1 | f(x) = 37608.99 | 1280.695 36327.36 0.9346133 x = 0.381966 | f(x) = 37641.46 | 1248.416 36392.13 0.9173317 x = 0.618034 | f(x) = 37620.76 | 1252.51 36367.33 0.923688 x = 0.763932 | f(x) = 37614.37 | 1261.422 36352.02 0.9277676 x = 0.881827 | f(x) = 37612.66 | 1272.045 36339.69 0.9311486 x = 0.887712 | f(x) = 37615.16 | 1275.182 36339.04 0.9313194 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37613.46 | 1285.195 36327.33 0.9346133 x = 1 | f(x) = 37355.17 | 1208.508 36145.68 0.9832389 x = 0.381966 | f(x) = 37500.75 | 1242.849 36256.94 0.9526516 x = 0.618034 | f(x) = 37442.28 | 1226.401 36214.91 0.9641313 x = 0.763932 | f(x) = 37405.8 | 1216.483 36188.34 0.9713527 x = 0.854102 | f(x) = 37384.97 | 1212.095 36171.9 0.9758642 x = 0.90983 | f(x) = 37373.35 | 1210.619 36161.75 0.9786708 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37356.61 | 1209.966 36145.66 0.9832389 x = 1 | f(x) = 36613.19 | 1249.983 35361.98 1.224813 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36623.88 | 1261.34 35361.31 1.224813 x = 1 | f(x) = 36401.35 | 1164.393 35235.7 1.266538 x = 0.381966 | f(x) = 36489.07 | 1175.562 35312.27 1.239401 x = 0.618034 | f(x) = 36453.02 | 1168.245 35283.53 1.249251 x = 0.763932 | f(x) = 36430.52 | 1164.073 35265.19 1.255657 x = 0.854102 | f(x) = 36417.31 | 1162.253 35253.8 1.259738 x = 0.90983 | f(x) = 36409.76 | 1161.742 35246.75 1.262306 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36399.92 | 1162.988 35235.67 1.266538 x = 1 | f(x) = 36081.57 | 1104.425 34975.79 1.355818 x = 0.381966 | f(x) = 36265.44 | 1130.355 35133.78 1.300359 x = 0.618034 | f(x) = 36193.78 | 1118.27 35074.19 1.321301 x = 0.763932 | f(x) = 36149.64 | 1111.819 35036.49 1.334295 x = 0.854102 | f(x) = 36123.81 | 1109.421 35013.05 1.342444 x = 0.90983 | f(x) = 36108.8 | 1108.926 34998.53 1.347525 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36085.3 | 1108.29 34975.65 1.355818 x = 1 | f(x) = 35861.04 | 1112.461 34747.14 1.439384 x = 0.381966 | f(x) = 35973.47 | 1088.485 34883.6 1.38831 x = 0.618034 | f(x) = 35923.54 | 1091.585 34830.55 1.408119 x = 0.763932 | f(x) = 35898.04 | 1098.771 34797.85 1.420145 x = 0.854102 | f(x) = 35885.14 | 1105.568 34778.14 1.427447 x = 0.90983 | f(x) = 35878.15 | 1110.654 34766.06 1.431986 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35865.5 | 1117.088 34746.98 1.439384 x = 1 | f(x) = 35691.97 | 1044.544 34645.95 1.478277 x = 0.381966 | f(x) = 35777.36 | 1070.548 34705.35 1.454006 x = 0.618034 | f(x) = 35745.64 | 1059.757 34684.42 1.463117 x = 0.763932 | f(x) = 35722.42 | 1051.185 34669.77 1.468843 x = 0.854102 | f(x) = 35708.98 | 1046.983 34660.53 1.47242 x = 0.90983 | f(x) = 35701.67 | 1045.394 34654.8 1.474647 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35692.21 | 1044.82 34645.91 1.478277 x = 1 | f(x) = 35217.83 | 1046.743 34169.41 1.677241 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35220.09 | 1049.391 34169.02 1.677241 x = 1 | f(x) = 35067.96 | 992.6728 34073.57 1.717358 x = 0.381966 | f(x) = 35136.92 | 1009.81 34125.41 1.692094 x = 0.618034 | f(x) = 35110.19 | 1001.714 34106.77 1.701565 x = 0.763932 | f(x) = 35091.26 | 996.0861 34093.46 1.707529 x = 0.854102 | f(x) = 35081.08 | 994.0872 34085.28 1.711257 x = 0.90983 | f(x) = 35076.1 | 994.0574 34080.33 1.713578 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35069.87 | 995.247 34072.91 1.717358 x = 1 | f(x) = 34937.84 | 1020.937 33915 1.90029 x = 0.381966 | f(x) = 34962.83 | 987.2311 33973.82 1.785839 x = 0.618034 | f(x) = 34923.39 | 993.1615 33928.4 1.830988 x = 0.763932 | f(x) = 34933.83 | 1002.578 33929.39 1.858955 x = 0.63372 | f(x) = 34921.24 | 995.8724 33923.53 1.834066 x = 0.668711 | f(x) = 34927.57 | 996.8291 33928.9 1.840966 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34922.2 | 995.6929 33924.67 1.834066 x = 1 | f(x) = 34842.48 | 997.9163 33842.73 1.833677 x = 0.381966 | f(x) = 34837.03 | 968.5171 33866.68 1.832157 x = 0.618034 | f(x) = 34790.82 | 967.7175 33821.27 1.83186 x = 0.763932 | f(x) = 34805.49 | 976.4819 33827.17 1.832178 x = 0.626188 | f(x) = 34792.58 | 969.2797 33821.47 1.831865 x = 0.527864 | f(x) = 34811.48 | 967.3939 33842.26 1.831895 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34790.11 | 967.7752 33820.5 1.83186 x = 1 | f(x) = 34566.78 | 1052.886 33511.9 2.0022 x = 0.381966 | f(x) = 34665.54 | 983.5118 33680.14 1.895133 x = 0.618034 | f(x) = 34623.62 | 1007.223 33614.46 1.935621 x = 0.763932 | f(x) = 34602.07 | 1024.178 33575.93 1.960962 x = 0.854102 | f(x) = 34591.82 | 1037.857 33551.98 1.976714 x = 0.90983 | f(x) = 34586.29 | 1047.223 33537.09 1.98636 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34574.1 | 1059.303 33512.79 2.0022 x = 1 | f(x) = 34405.89 | 969.5796 33434.27 2.039691 x = 0.381966 | f(x) = 34489.79 | 1013.304 33474.47 2.016186 x = 0.618034 | f(x) = 34465.94 | 1001.764 33462.15 2.025087 x = 0.763932 | f(x) = 34442.25 | 989.0345 33451.19 2.0306 x = 0.854102 | f(x) = 34426.12 | 979.8304 33444.26 2.034047 x = 0.90983 | f(x) = 34415.9 | 973.7961 33440.06 2.036193 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34402.24 | 966.073 33434.13 2.039691 x = 1 | f(x) = 34305.54 | 945.7078 33357.76 2.076387 x = 0.381966 | f(x) = 34339.7 | 934.8917 33402.76 2.053233 x = 0.618034 | f(x) = 34319.84 | 930.8938 33386.89 2.061895 x = 0.763932 | f(x) = 34310.68 | 932.7847 33375.83 2.067361 x = 0.854102 | f(x) = 34309.39 | 938.5088 33368.81 2.070782 x = 0.843757 | f(x) = 34311.97 | 940.6153 33369.29 2.070388 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34314.13 | 954.2089 33357.84 2.076387 x = 1 | f(x) = 34266.13 | 963.9261 33300.1 2.103467 x = 0.381966 | f(x) = 34265.54 | 929.2117 33334.24 2.086236 x = 0.618034 | f(x) = 34259.68 | 935.5789 33322.01 2.09264 x = 0.763932 | f(x) = 34260.64 | 944.8733 33313.67 2.096718 x = 0.650891 | f(x) = 34261.48 | 939.7097 33319.67 2.09355 x = 0.527864 | f(x) = 34261.54 | 932.7804 33326.67 2.090166 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34259.92 | 935.9462 33321.88 2.09264 x = 1 | f(x) = 34204.14 | 991.9347 33210.06 2.148492 x = 0.381966 | f(x) = 34204.97 | 925.0187 33277.84 2.113644 x = 0.618034 | f(x) = 34186.4 | 930.8776 33253.39 2.126697 x = 0.763932 | f(x) = 34186.01 | 947.2238 33236.65 2.134924 x = 0.697656 | f(x) = 34190.77 | 946.0807 33242.56 2.131172 x = 0.854102 | f(x) = 34195.61 | 967.0848 33226.39 2.140069 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34196.94 | 959.8431 33234.96 2.134924 x = 1 | f(x) = 34150.66 | 956.0945 33192.41 2.155747 x = 0.381966 | f(x) = 34140.53 | 920.8301 33217.56 2.1424 x = 0.618034 | f(x) = 34138.43 | 927.5063 33208.78 2.147316 x = 0.763932 | f(x) = 34141.79 | 937.0807 33202.56 2.150466 x = 0.553185 | f(x) = 34139.38 | 926.303 33210.94 2.145943 x = 0.673762 | f(x) = 34139.87 | 931.445 33206.28 2.148509 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34139.52 | 928.952 33208.42 2.147316 x = 1 | f(x) = 34093.73 | 988.6171 33102.9 2.204941 x = 0.381966 | f(x) = 34087.13 | 918.1906 33166.77 2.168707 x = 0.618034 | f(x) = 34071.36 | 925.0287 33144.14 2.182308 x = 0.763932 | f(x) = 34072.99 | 942.5368 33128.27 2.190868 x = 0.663504 | f(x) = 34076.58 | 937.599 33136.8 2.184963 x = 0.527864 | f(x) = 34079.02 | 926.1743 33150.66 2.177077 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.04503 Total Core solution elapsed time: 44.1242 Linear solver elapsed time: 31.4897 (71%) Total elapsed time: 0 hrs 0 min 44 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99934e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 41.5975 > 1 % Convergence criterion: norm(du)/norm(u) 65.5735 > 10 % Convergence criterion: max(du) 0.00018393 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21571e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.32563 > 1 % Convergence criterion: norm(du)/norm(u) 7.5658 < 10 % Convergence criterion: max(du) 1.07212e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.30851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 1.0665 > 1 % Convergence criterion: norm(du)/norm(u) 2.94217 < 10 % Convergence criterion: max(du) 5.896e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16388e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.31678 < 1 % Convergence criterion: norm(du)/norm(u) 1.23578 < 10 % Convergence criterion: max(du) 2.53123e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 4 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37215e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20792e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.410755 < 1 % Convergence criterion: norm(du)/norm(u) 14.4353 > 10 % Convergence criterion: max(du) 4.72326e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103984 < 1 % Convergence criterion: norm(du)/norm(u) 3.7269 < 10 % Convergence criterion: max(du) 1.11765e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96444e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.294385 < 1 % Convergence criterion: norm(du)/norm(u) 9.62524 < 10 % Convergence criterion: max(du) 3.12344e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.275951 < 1 % Convergence criterion: norm(du)/norm(u) 10.9216 > 10 % Convergence criterion: max(du) 4.25929e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.29739e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815054 < 1 % Convergence criterion: norm(du)/norm(u) 5.26689 < 10 % Convergence criterion: max(du) 2.45705e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.98735e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189877 < 1 % Convergence criterion: norm(du)/norm(u) 9.53412 < 10 % Convergence criterion: max(du) 4.2692e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47145e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17098e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189478 < 1 % Convergence criterion: norm(du)/norm(u) 10.5121 > 10 % Convergence criterion: max(du) 5.0052e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06662e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.054153 < 1 % Convergence criterion: norm(du)/norm(u) 5.44901 < 10 % Convergence criterion: max(du) 3.06478e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99572e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18548e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144367 < 1 % Convergence criterion: norm(du)/norm(u) 7.54897 < 10 % Convergence criterion: max(du) 3.83949e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73042e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14761e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.150556 < 1 % Convergence criterion: norm(du)/norm(u) 7.17969 < 10 % Convergence criterion: max(du) 3.78549e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44199e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144766 < 1 % Convergence criterion: norm(du)/norm(u) 6.09495 < 10 % Convergence criterion: max(du) 3.32472e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88713e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17872e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.13726 < 1 % Convergence criterion: norm(du)/norm(u) 4.90277 < 10 % Convergence criterion: max(du) 2.71755e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6694e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1695e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.130444 < 1 % Convergence criterion: norm(du)/norm(u) 3.86312 < 10 % Convergence criterion: max(du) 2.13049e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63214e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.27929e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.124762 < 1 % Convergence criterion: norm(du)/norm(u) 3.05688 < 10 % Convergence criterion: max(du) 1.64453e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06173e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120107 < 1 % Convergence criterion: norm(du)/norm(u) 2.46862 < 10 % Convergence criterion: max(du) 1.27821e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4854e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18888e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.116255 < 1 % Convergence criterion: norm(du)/norm(u) 2.04903 < 10 % Convergence criterion: max(du) 1.01727e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43582e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10137e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.112992 < 1 % Convergence criterion: norm(du)/norm(u) 1.74787 < 10 % Convergence criterion: max(du) 8.36415e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58868e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18569e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.110153 < 1 % Convergence criterion: norm(du)/norm(u) 1.52894 < 10 % Convergence criterion: max(du) 7.11191e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26661e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107622 < 1 % Convergence criterion: norm(du)/norm(u) 1.36377 < 10 % Convergence criterion: max(du) 6.22454e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50667e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18293e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105318 < 1 % Convergence criterion: norm(du)/norm(u) 1.23469 < 10 % Convergence criterion: max(du) 5.56831e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59729e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14968e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103191 < 1 % Convergence criterion: norm(du)/norm(u) 1.13028 < 10 % Convergence criterion: max(du) 5.05641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60654e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101211 < 1 % Convergence criterion: norm(du)/norm(u) 1.04288 < 10 % Convergence criterion: max(du) 4.63539e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74399e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0993636 < 1 % Convergence criterion: norm(du)/norm(u) 0.968241 < 10 % Convergence criterion: max(du) 4.27374e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50057e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21276e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0976376 < 1 % Convergence criterion: norm(du)/norm(u) 0.903438 < 10 % Convergence criterion: max(du) 3.95343e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08546e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0960241 < 1 % Convergence criterion: norm(du)/norm(u) 0.846172 < 10 % Convergence criterion: max(du) 3.66428e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.54448e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15475e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.094519 < 1 % Convergence criterion: norm(du)/norm(u) 0.795148 < 10 % Convergence criterion: max(du) 3.40059e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45024e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.09311 < 1 % Convergence criterion: norm(du)/norm(u) 0.749428 < 10 % Convergence criterion: max(du) 3.15905e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39397e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00952e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0917853 < 1 % Convergence criterion: norm(du)/norm(u) 0.708253 < 10 % Convergence criterion: max(du) 2.93757e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18194e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.090534 < 1 % Convergence criterion: norm(du)/norm(u) 0.670892 < 10 % Convergence criterion: max(du) 2.73458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80297e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04343e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.089348 < 1 % Convergence criterion: norm(du)/norm(u) 0.63693 < 10 % Convergence criterion: max(du) 2.54873e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37885e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15201e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0882196 < 1 % Convergence criterion: norm(du)/norm(u) 0.606024 < 10 % Convergence criterion: max(du) 2.37871e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40499e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0871427 < 1 % Convergence criterion: norm(du)/norm(u) 0.577873 < 10 % Convergence criterion: max(du) 2.2232e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5266e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15875e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.086112 < 1 % Convergence criterion: norm(du)/norm(u) 0.552234 < 10 % Convergence criterion: max(du) 2.08091e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.085123 < 1 % Convergence criterion: norm(du)/norm(u) 0.528883 < 10 % Convergence criterion: max(du) 1.95057e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21131e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0841722 < 1 % Convergence criterion: norm(du)/norm(u) 0.507595 < 10 % Convergence criterion: max(du) 1.83089e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39055e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20127e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0832567 < 1 % Convergence criterion: norm(du)/norm(u) 0.488145 < 10 % Convergence criterion: max(du) 1.72069e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07764e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0823735 < 1 % Convergence criterion: norm(du)/norm(u) 0.47031 < 10 % Convergence criterion: max(du) 1.61903e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44633e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815201 < 1 % Convergence criterion: norm(du)/norm(u) 0.453887 < 10 % Convergence criterion: max(du) 1.52511e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51287e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17959e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806945 < 1 % Convergence criterion: norm(du)/norm(u) 0.438716 < 10 % Convergence criterion: max(du) 1.43828e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6364e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13809e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0798945 < 1 % Convergence criterion: norm(du)/norm(u) 0.424631 < 10 % Convergence criterion: max(du) 1.3698e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0791182 < 1 % Convergence criterion: norm(du)/norm(u) 0.411509 < 10 % Convergence criterion: max(du) 1.34458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72641e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28377e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.078364 < 1 % Convergence criterion: norm(du)/norm(u) 0.399238 < 10 % Convergence criterion: max(du) 1.32013e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40777e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20325e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0776305 < 1 % Convergence criterion: norm(du)/norm(u) 0.387702 < 10 % Convergence criterion: max(du) 1.29641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62121e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0769169 < 1 % Convergence criterion: norm(du)/norm(u) 0.377053 < 10 % Convergence criterion: max(du) 1.27339e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.25689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0762213 < 1 % Convergence criterion: norm(du)/norm(u) 0.366886 < 10 % Convergence criterion: max(du) 1.25104e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49398e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11032e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755427 < 1 % Convergence criterion: norm(du)/norm(u) 0.357198 < 10 % Convergence criterion: max(du) 1.22931e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53476e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0748801 < 1 % Convergence criterion: norm(du)/norm(u) 0.34803 < 10 % Convergence criterion: max(du) 1.20819e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12944e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0742333 < 1 % Convergence criterion: norm(du)/norm(u) 0.339367 < 10 % Convergence criterion: max(du) 1.18763e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41732e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13219e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736014 < 1 % Convergence criterion: norm(du)/norm(u) 0.331219 < 10 % Convergence criterion: max(du) 1.16761e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42181e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18822e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0729838 < 1 % Convergence criterion: norm(du)/norm(u) 0.323752 < 10 % Convergence criterion: max(du) 1.1481e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5791e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26523e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0723798 < 1 % Convergence criterion: norm(du)/norm(u) 0.316447 < 10 % Convergence criterion: max(du) 1.12908e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44334e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13861e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717889 < 1 % Convergence criterion: norm(du)/norm(u) 0.309375 < 10 % Convergence criterion: max(du) 1.11052e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.26209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24561e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0712107 < 1 % Convergence criterion: norm(du)/norm(u) 0.30245 < 10 % Convergence criterion: max(du) 1.09242e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31883e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24359e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.070642 < 1 % Convergence criterion: norm(du)/norm(u) 0.293377 < 10 % Convergence criterion: max(du) 1.0593e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66727e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700845 < 1 % Convergence criterion: norm(du)/norm(u) 0.284309 < 10 % Convergence criterion: max(du) 1.02395e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6418e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0695381 < 1 % Convergence criterion: norm(du)/norm(u) 0.27552 < 10 % Convergence criterion: max(du) 9.88693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07909e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0690026 < 1 % Convergence criterion: norm(du)/norm(u) 0.267078 < 10 % Convergence criterion: max(du) 9.54184e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.86411e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09259e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0684775 < 1 % Convergence criterion: norm(du)/norm(u) 0.258976 < 10 % Convergence criterion: max(du) 9.20592e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67813e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17333e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679627 < 1 % Convergence criterion: norm(du)/norm(u) 0.2512 < 10 % Convergence criterion: max(du) 8.8794e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0674576 < 1 % Convergence criterion: norm(du)/norm(u) 0.243727 < 10 % Convergence criterion: max(du) 8.5621e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07786e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0669621 < 1 % Convergence criterion: norm(du)/norm(u) 0.236478 < 10 % Convergence criterion: max(du) 8.25369e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45351e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07824e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664758 < 1 % Convergence criterion: norm(du)/norm(u) 0.229531 < 10 % Convergence criterion: max(du) 7.95386e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48831e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0659985 < 1 % Convergence criterion: norm(du)/norm(u) 0.222836 < 10 % Convergence criterion: max(du) 7.6623e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14568e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0655298 < 1 % Convergence criterion: norm(du)/norm(u) 0.216401 < 10 % Convergence criterion: max(du) 7.37875e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22091e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650696 < 1 % Convergence criterion: norm(du)/norm(u) 0.210202 < 10 % Convergence criterion: max(du) 7.10295e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58668e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.189e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646177 < 1 % Convergence criterion: norm(du)/norm(u) 0.204232 < 10 % Convergence criterion: max(du) 6.83467e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66062e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0641738 < 1 % Convergence criterion: norm(du)/norm(u) 0.198482 < 10 % Convergence criterion: max(du) 6.57371e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06238e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0637377 < 1 % Convergence criterion: norm(du)/norm(u) 0.192946 < 10 % Convergence criterion: max(du) 6.31987e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65393e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96451e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633092 < 1 % Convergence criterion: norm(du)/norm(u) 0.187615 < 10 % Convergence criterion: max(du) 6.07297e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44047e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00154e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0628881 < 1 % Convergence criterion: norm(du)/norm(u) 0.182472 < 10 % Convergence criterion: max(du) 5.83283e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45221e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.35241e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.062474 < 1 % Convergence criterion: norm(du)/norm(u) 0.177529 < 10 % Convergence criterion: max(du) 5.5993e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.35503e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21538e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620669 < 1 % Convergence criterion: norm(du)/norm(u) 0.17279 < 10 % Convergence criterion: max(du) 5.37222e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12436e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0616665 < 1 % Convergence criterion: norm(du)/norm(u) 0.168228 < 10 % Convergence criterion: max(du) 5.15142e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65735e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0866e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0612726 < 1 % Convergence criterion: norm(du)/norm(u) 0.163848 < 10 % Convergence criterion: max(du) 4.93676e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55143e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608854 < 1 % Convergence criterion: norm(du)/norm(u) 0.159626 < 10 % Convergence criterion: max(du) 4.72809e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43166e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16146e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.060504 < 1 % Convergence criterion: norm(du)/norm(u) 0.155457 < 10 % Convergence criterion: max(du) 4.52526e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46707e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20115e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0601287 < 1 % Convergence criterion: norm(du)/norm(u) 0.151552 < 10 % Convergence criterion: max(du) 4.32812e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14014e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0597593 < 1 % Convergence criterion: norm(du)/norm(u) 0.147807 < 10 % Convergence criterion: max(du) 4.13652e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38279e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13042e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0593955 < 1 % Convergence criterion: norm(du)/norm(u) 0.144214 < 10 % Convergence criterion: max(du) 3.95032e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26502e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0590374 < 1 % Convergence criterion: norm(du)/norm(u) 0.140778 < 10 % Convergence criterion: max(du) 3.76937e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05854e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0586847 < 1 % Convergence criterion: norm(du)/norm(u) 0.137414 < 10 % Convergence criterion: max(du) 3.59353e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41808e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0345e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0583374 < 1 % Convergence criterion: norm(du)/norm(u) 0.134246 < 10 % Convergence criterion: max(du) 3.42263e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12966e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0579954 < 1 % Convergence criterion: norm(du)/norm(u) 0.131221 < 10 % Convergence criterion: max(du) 3.25654e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.23074e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0576585 < 1 % Convergence criterion: norm(du)/norm(u) 0.128269 < 10 % Convergence criterion: max(du) 3.09512e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43163e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0573268 < 1 % Convergence criterion: norm(du)/norm(u) 0.125458 < 10 % Convergence criterion: max(du) 2.9382e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13312e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.057 < 1 % Convergence criterion: norm(du)/norm(u) 0.122592 < 10 % Convergence criterion: max(du) 2.78565e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58318e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12067e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0566785 < 1 % Convergence criterion: norm(du)/norm(u) 0.119981 < 10 % Convergence criterion: max(du) 2.65589e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48502e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12562e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0563611 < 1 % Convergence criterion: norm(du)/norm(u) 0.117572 < 10 % Convergence criterion: max(du) 2.56285e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.57248e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22245e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.056049 < 1 % Convergence criterion: norm(du)/norm(u) 0.115269 < 10 % Convergence criterion: max(du) 2.47223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0557415 < 1 % Convergence criterion: norm(du)/norm(u) 0.113114 < 10 % Convergence criterion: max(du) 2.38393e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58009e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28015e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0554385 < 1 % Convergence criterion: norm(du)/norm(u) 0.111092 < 10 % Convergence criterion: max(du) 2.2979e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12923e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0551402 < 1 % Convergence criterion: norm(du)/norm(u) 0.109193 < 10 % Convergence criterion: max(du) 2.21404e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04823e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0548462 < 1 % Convergence criterion: norm(du)/norm(u) 0.107416 < 10 % Convergence criterion: max(du) 2.13229e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83067e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15536e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0545553 < 1 % Convergence criterion: norm(du)/norm(u) 0.104961 < 10 % Convergence criterion: max(du) 2.05257e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48866e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04244e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0542695 < 1 % Convergence criterion: norm(du)/norm(u) 0.103155 < 10 % Convergence criterion: max(du) 1.97481e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40748e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0539882 < 1 % Convergence criterion: norm(du)/norm(u) 0.101635 < 10 % Convergence criterion: max(du) 1.89896e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61684e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19256e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0537109 < 1 % Convergence criterion: norm(du)/norm(u) 0.100239 < 10 % Convergence criterion: max(du) 1.82494e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31964e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18506e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0534375 < 1 % Convergence criterion: norm(du)/norm(u) 0.0985242 < 10 % Convergence criterion: max(du) 1.75269e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0531683 < 1 % Convergence criterion: norm(du)/norm(u) 0.0972482 < 10 % Convergence criterion: max(du) 1.68217e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39567e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05642e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0529031 < 1 % Convergence criterion: norm(du)/norm(u) 0.0961689 < 10 % Convergence criterion: max(du) 1.61331e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55189e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0526407 < 1 % Convergence criterion: norm(du)/norm(u) 0.0951807 < 10 % Convergence criterion: max(du) 1.54605e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0523822 < 1 % Convergence criterion: norm(du)/norm(u) 0.0943292 < 10 % Convergence criterion: max(du) 1.48035e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74691e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.061465 Total Core solution elapsed time: 30.6117 Linear solver elapsed time: 20.8081 (68%) Total elapsed time: 0 hrs 0 min 30 sec loading results from cluster Step 5: Plotting Step 6: Extract Box SMB Step 7: Historical Relaxation run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 200 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.030683 Total Core solution elapsed time: 181.549 Linear solver elapsed time: 125.856 (69%) Total elapsed time: 0 hrs 3 min 1 sec loading results from cluster SUCCESS Not implemented yet! +++ Removing old junit reports from: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog/results +++ Running case: Example-AMR +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Coarse mesh Construction of a mesh from a given geometry Step 2: Parameterization boundary conditions for stressbalance model: spc set as zero no smb.mass_balance specified: values set as zero no basalforcings.groundedice_melting_rate specified: values set as zero no basalforcings.floatingice_melting_rate specified: values set as zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found Step 3: Solve! checking model consistency marshalling file mismip.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call 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1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 36/500 time [yr]: 36.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 37/500 time [yr]: 37.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 38/500 time [yr]: 38.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 39/500 time [yr]: 39.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 40/500 time [yr]: 40.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 41/500 time [yr]: 41.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 42/500 time [yr]: 42.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating 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basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 51/500 time [yr]: 51.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 52/500 time [yr]: 52.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 53/500 time [yr]: 53.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 54/500 time [yr]: 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mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.024189 Total Core solution elapsed time: 107.717 Linear solver elapsed time: 51.6421 (48%) Total elapsed time: 0 hrs 1 min 47 sec loading results from cluster [Warning: Directory already exists.] [> In AMRexportVTK (line 17) In runme (line 68)] SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-AMR +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Coarse mesh Construction of a mesh from a given geometry Step 2: Parameterization boundary conditions for stressbalance model: spc set as zero no smb.mass_balance specified: values set as zero no basalforcings.groundedice_melting_rate specified: values set as zero no basalforcings.floatingice_melting_rate specified: values set as zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found Step 3: Solve! checking model consistency marshalling file mismip.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: iteration 1/500 time [yr]: 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Running case: Example-EsaGRACE +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Global mesh creation Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.14.2-git-0cebcd9, 1 node, max. 1 thread] Info : Started on Tue Jan 27 08:11:16 2026 Info : Reading 'sphere.geo'... Info : Done reading 'sphere.geo' Info : Meshing 1D... Info : [ 0%] Meshing curve 1 (Circle) Info : [ 10%] Meshing curve 2 (Circle) Info : [ 20%] Meshing curve 3 (Circle) Info : [ 30%] Meshing curve 4 (Circle) Info : [ 40%] Meshing curve 5 (Circle) Info : [ 50%] Meshing curve 6 (Circle) Info : [ 60%] Meshing curve 7 (Circle) Info : [ 60%] Meshing curve 8 (Circle) Info : [ 70%] Meshing curve 9 (Circle) Info : [ 80%] Meshing curve 10 (Circle) Info : [ 90%] Meshing curve 11 (Circle) Info : [100%] Meshing curve 12 (Circle) Info : Done meshing 1D (Wall 0.00125317s, CPU 0.000616s) Info : Meshing 2D... Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt) Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt) Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt) Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt) Info : [ 60%] Meshing surface 22 (Surface, MeshAdapt) Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt) Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt) Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt) Info : Done meshing 2D (Wall 13.7234s, CPU 10.6843s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Tue Jan 27 08:11:30 2026 (From start: Wall 13.7546s, CPU 10.7138s) gmtmask: num vertices 7664 gmtmask: done Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 65)] Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.076539 Total Core solution elapsed time: 4.3498 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 4 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 5: Plot solutions SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-EsaGRACE +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Global mesh creation Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.14.2-git-0cebcd9, 1 node, max. 1 thread] Info : Started on Tue Jan 27 08:11:16 2026 Info : Reading 'sphere.geo'... Info : Done reading 'sphere.geo' Info : Meshing 1D... Info : [ 0%] Meshing curve 1 (Circle) Info : [ 10%] Meshing curve 2 (Circle) Info : [ 20%] Meshing curve 3 (Circle) Info : [ 30%] Meshing curve 4 (Circle) Info : [ 40%] Meshing curve 5 (Circle) Info : [ 50%] Meshing curve 6 (Circle) Info : [ 60%] Meshing curve 7 (Circle) Info : [ 60%] Meshing curve 8 (Circle) Info : [ 70%] Meshing curve 9 (Circle) Info : [ 80%] Meshing curve 10 (Circle) Info : [ 90%] Meshing curve 11 (Circle) Info : [100%] Meshing curve 12 (Circle) Info : Done meshing 1D (Wall 0.00125317s, CPU 0.000616s) Info : Meshing 2D... Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt) Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt) Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt) Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt) Info : [ 60%] Meshing surface 22 (Surface, MeshAdapt) Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt) Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt) Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt) Info : Done meshing 2D (Wall 13.7234s, CPU 10.6843s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Tue Jan 27 08:11:30 2026 (From start: Wall 13.7546s, CPU 10.7138s) gmtmask: num vertices 7664 gmtmask: done Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 65)] Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.076539 Total Core solution elapsed time: 4.3498 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 4 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 5: Plot solutions SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-EsaWahr +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Step 2: Anisotropic mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 4149 Step 3: Define loads Step 4: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 73)] Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.058835 Total Core solution elapsed time: 0.668293 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 0 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 6: Plot solutions Step 7: Compare results against Wahr semi-analytic solutions SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-EsaWahr +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Step 2: Anisotropic mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 4149 Step 3: Define loads Step 4: Parameterization [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 73)] Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── starting model processor creating datasets for analysis EsaAnalysis updating elements and materials for control parameters updating elements and materials for uncertainty quantification creating output definitions done with model processor Processing finite element model of analysis EsaAnalysis: toolkits Options set for analysis: EsaAnalysis configuring element and loads Configuring elements... Configuring loads... Configuring materials... Configuring inputs... detecting active vertices resolving node constraints creating nodal degrees of freedom Renumbering degrees of freedom call computational core: computing elastic adjustment toolkits Options set for analysis: EsaAnalysis computing elastic geodetic core write lock file: FemModel initialization elapsed time: 0.058835 Total Core solution elapsed time: 0.668293 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 0 sec WARNING! There are options you set that were not used! WARNING! could be spelling mistake, etc! There are 7 unused database options. They are: Option left: name:-ksp_type value: preonly source: code Option left: name:-mat_mumps_icntl_14 value: 120 source: code Option left: name:-mat_mumps_icntl_28 value: 2 source: code Option left: name:-mat_mumps_icntl_29 value: 2 source: code Option left: name:-mat_type value: mpiaij source: code Option left: name:-pc_factor_mat_solver_type value: mumps source: code Option left: name:-pc_type value: lu source: code loading results from cluster Step 6: Plot solutions Step 7: Compare results against Wahr semi-analytic solutions SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Greenland +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 6364 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In TemporaryParameterFile23608 (line 54) In parameterize (line 29) In runme (line 41)] Set other boundary conditions Set geothermal heat flux Set Pressure Single point constraints Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 57224.29 | 7295.477 49928.81 4.50625e-32 x = 1 | f(x) = 48746.04 | 3599.447 45146.54 0.05279271 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 48742.38 | 3596.285 45146.05 0.05279271 x = 1 | f(x) = 45647.91 | 2718.953 42928.83 0.1197843 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45671.31 | 2742.747 42928.44 0.1197843 x = 1 | f(x) = 45232.67 | 2698.813 42533.72 0.1369708 x = 0.381966 | f(x) = 45379 | 2603.929 42774.95 0.1236372 x = 0.618034 | f(x) = 45330.6 | 2648.425 42682.04 0.1276943 x = 0.763932 | f(x) = 45296.76 | 2671.065 42625.56 0.130842 x = 0.854102 | f(x) = 45276.86 | 2686.467 42590.26 0.1330319 x = 0.90983 | f(x) = 45264.68 | 2696.086 42568.46 0.1344787 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45240.36 | 2706.494 42533.73 0.1369708 x = 1 | f(x) = 43859.84 | 2340.536 41519.12 0.1890024 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43852.25 | 2334.282 41517.78 0.1890024 x = 1 | f(x) = 42920.97 | 2083.961 40836.77 0.2369752 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42920.9 | 2084.991 40835.67 0.2369752 x = 1 | f(x) = 40460.25 | 1899.183 38560.58 0.4824762 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40534.33 | 1973.32 38560.53 0.4824762 x = 1 | f(x) = 40130.78 | 1639.919 38490.36 0.4956304 x = 0.381966 | f(x) = 40164.85 | 1630.76 38533.6 0.4858795 x = 0.618034 | f(x) = 40134.1 | 1616.635 38516.98 0.4889848 x = 0.763932 | f(x) = 40129.15 | 1621.843 38506.82 0.4912867 x = 0.758239 | f(x) = 40130.73 | 1622.982 38507.26 0.4911914 x = 0.854102 | f(x) = 40130.59 | 1629.589 38500.5 0.4928555 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40131.86 | 1624.501 38506.87 0.4912867 x = 1 | f(x) = 39672.04 | 1494.393 38177.1 0.5404335 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39669.91 | 1492.656 38176.71 0.5404335 x = 1 | f(x) = 39036.52 | 1397.035 37638.85 0.6393392 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39035.7 | 1396.818 37638.25 0.6393392 x = 1 | f(x) = 38160.75 | 1434.238 36725.68 0.8373965 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38179.53 | 1453.779 36724.91 0.8373965 x = 1 | f(x) = 38018.08 | 1362.899 36654.32 0.8555446 x = 0.381966 | f(x) = 38006.1 | 1307.638 36697.62 0.8434183 x = 0.618034 | f(x) = 37998.93 | 1317.255 36680.83 0.8476997 x = 0.763932 | f(x) = 38004.57 | 1333.041 36670.68 0.8505411 x = 0.584017 | f(x) = 38003.78 | 1319.576 36683.36 0.8470667 x = 0.671791 | f(x) = 38003.38 | 1325.402 36677.13 0.8487227 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38003.23 | 1321.449 36680.93 0.8476997 x = 1 | f(x) = 37727.49 | 1293.449 36433.13 0.9076876 x = 0.381966 | f(x) = 37869.24 | 1283.536 36584.84 0.8699897 x = 0.618034 | f(x) = 37802.75 | 1274.511 36527.36 0.8841192 x = 0.763932 | f(x) = 37768.11 | 1276.053 36491.17 0.8930184 x = 0.854102 | f(x) = 37752.74 | 1283.039 36468.81 0.8985822 x = 0.90983 | f(x) = 37746.89 | 1290.972 36455.01 0.9020451 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37738.53 | 1304.491 36433.13 0.9076876 x = 1 | f(x) = 37608.99 | 1280.695 36327.36 0.9346133 x = 0.381966 | f(x) = 37641.46 | 1248.416 36392.13 0.9173317 x = 0.618034 | f(x) = 37620.76 | 1252.51 36367.33 0.923688 x = 0.763932 | f(x) = 37614.37 | 1261.422 36352.02 0.9277676 x = 0.881827 | f(x) = 37612.66 | 1272.045 36339.69 0.9311486 x = 0.887712 | f(x) = 37615.16 | 1275.182 36339.04 0.9313194 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37613.46 | 1285.195 36327.33 0.9346133 x = 1 | f(x) = 37355.17 | 1208.508 36145.68 0.9832389 x = 0.381966 | f(x) = 37500.75 | 1242.849 36256.94 0.9526516 x = 0.618034 | f(x) = 37442.28 | 1226.401 36214.91 0.9641313 x = 0.763932 | f(x) = 37405.8 | 1216.483 36188.34 0.9713527 x = 0.854102 | f(x) = 37384.97 | 1212.095 36171.9 0.9758642 x = 0.90983 | f(x) = 37373.35 | 1210.619 36161.75 0.9786708 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37356.61 | 1209.966 36145.66 0.9832389 x = 1 | f(x) = 36613.19 | 1249.983 35361.98 1.224813 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36623.88 | 1261.34 35361.31 1.224813 x = 1 | f(x) = 36401.35 | 1164.393 35235.7 1.266538 x = 0.381966 | f(x) = 36489.07 | 1175.562 35312.27 1.239401 x = 0.618034 | f(x) = 36453.02 | 1168.245 35283.53 1.249251 x = 0.763932 | f(x) = 36430.52 | 1164.073 35265.19 1.255657 x = 0.854102 | f(x) = 36417.31 | 1162.253 35253.8 1.259738 x = 0.90983 | f(x) = 36409.76 | 1161.742 35246.75 1.262306 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36399.92 | 1162.988 35235.67 1.266538 x = 1 | f(x) = 36081.57 | 1104.425 34975.79 1.355818 x = 0.381966 | f(x) = 36265.44 | 1130.355 35133.78 1.300359 x = 0.618034 | f(x) = 36193.78 | 1118.27 35074.19 1.321301 x = 0.763932 | f(x) = 36149.64 | 1111.819 35036.49 1.334295 x = 0.854102 | f(x) = 36123.81 | 1109.421 35013.05 1.342444 x = 0.90983 | f(x) = 36108.8 | 1108.926 34998.53 1.347525 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36085.3 | 1108.29 34975.65 1.355818 x = 1 | f(x) = 35861.04 | 1112.461 34747.14 1.439384 x = 0.381966 | f(x) = 35973.47 | 1088.485 34883.6 1.38831 x = 0.618034 | f(x) = 35923.54 | 1091.585 34830.55 1.408119 x = 0.763932 | f(x) = 35898.04 | 1098.771 34797.85 1.420145 x = 0.854102 | f(x) = 35885.14 | 1105.568 34778.14 1.427447 x = 0.90983 | f(x) = 35878.15 | 1110.654 34766.06 1.431986 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35865.5 | 1117.088 34746.98 1.439384 x = 1 | f(x) = 35691.97 | 1044.544 34645.95 1.478277 x = 0.381966 | f(x) = 35777.36 | 1070.548 34705.35 1.454006 x = 0.618034 | f(x) = 35745.64 | 1059.757 34684.42 1.463117 x = 0.763932 | f(x) = 35722.42 | 1051.185 34669.77 1.468843 x = 0.854102 | f(x) = 35708.98 | 1046.983 34660.53 1.47242 x = 0.90983 | f(x) = 35701.67 | 1045.394 34654.8 1.474647 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35692.21 | 1044.82 34645.91 1.478277 x = 1 | f(x) = 35217.83 | 1046.743 34169.41 1.677241 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35220.09 | 1049.391 34169.02 1.677241 x = 1 | f(x) = 35067.96 | 992.6728 34073.57 1.717358 x = 0.381966 | f(x) = 35136.92 | 1009.81 34125.41 1.692094 x = 0.618034 | f(x) = 35110.19 | 1001.714 34106.77 1.701565 x = 0.763932 | f(x) = 35091.26 | 996.0861 34093.46 1.707529 x = 0.854102 | f(x) = 35081.08 | 994.0872 34085.28 1.711257 x = 0.90983 | f(x) = 35076.1 | 994.0574 34080.33 1.713578 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35069.87 | 995.247 34072.91 1.717358 x = 1 | f(x) = 34937.84 | 1020.937 33915 1.90029 x = 0.381966 | f(x) = 34962.83 | 987.2311 33973.82 1.785839 x = 0.618034 | f(x) = 34923.39 | 993.1615 33928.4 1.830988 x = 0.763932 | f(x) = 34933.83 | 1002.578 33929.39 1.858955 x = 0.63372 | f(x) = 34921.24 | 995.8724 33923.53 1.834066 x = 0.668711 | f(x) = 34927.57 | 996.8291 33928.9 1.840966 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34922.2 | 995.6929 33924.67 1.834066 x = 1 | f(x) = 34842.48 | 997.9163 33842.73 1.833677 x = 0.381966 | f(x) = 34837.03 | 968.5171 33866.68 1.832157 x = 0.618034 | f(x) = 34790.82 | 967.7175 33821.27 1.83186 x = 0.763932 | f(x) = 34805.49 | 976.4819 33827.17 1.832178 x = 0.626188 | f(x) = 34792.58 | 969.2797 33821.47 1.831865 x = 0.527864 | f(x) = 34811.48 | 967.3939 33842.26 1.831895 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34790.11 | 967.7752 33820.5 1.83186 x = 1 | f(x) = 34566.78 | 1052.886 33511.9 2.0022 x = 0.381966 | f(x) = 34665.54 | 983.5118 33680.14 1.895133 x = 0.618034 | f(x) = 34623.62 | 1007.223 33614.46 1.935621 x = 0.763932 | f(x) = 34602.07 | 1024.178 33575.93 1.960962 x = 0.854102 | f(x) = 34591.82 | 1037.857 33551.98 1.976714 x = 0.90983 | f(x) = 34586.29 | 1047.223 33537.09 1.98636 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34574.1 | 1059.303 33512.79 2.0022 x = 1 | f(x) = 34405.89 | 969.5796 33434.27 2.039691 x = 0.381966 | f(x) = 34489.79 | 1013.304 33474.47 2.016186 x = 0.618034 | f(x) = 34465.94 | 1001.764 33462.15 2.025087 x = 0.763932 | f(x) = 34442.25 | 989.0345 33451.19 2.0306 x = 0.854102 | f(x) = 34426.12 | 979.8304 33444.26 2.034047 x = 0.90983 | f(x) = 34415.9 | 973.7961 33440.06 2.036193 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34402.24 | 966.073 33434.13 2.039691 x = 1 | f(x) = 34305.54 | 945.7078 33357.76 2.076387 x = 0.381966 | f(x) = 34339.7 | 934.8917 33402.76 2.053233 x = 0.618034 | f(x) = 34319.84 | 930.8938 33386.89 2.061895 x = 0.763932 | f(x) = 34310.68 | 932.7847 33375.83 2.067361 x = 0.854102 | f(x) = 34309.39 | 938.5088 33368.81 2.070782 x = 0.843757 | f(x) = 34311.97 | 940.6153 33369.29 2.070388 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34314.13 | 954.2089 33357.84 2.076387 x = 1 | f(x) = 34266.13 | 963.9261 33300.1 2.103467 x = 0.381966 | f(x) = 34265.54 | 929.2117 33334.24 2.086236 x = 0.618034 | f(x) = 34259.68 | 935.5789 33322.01 2.09264 x = 0.763932 | f(x) = 34260.64 | 944.8733 33313.67 2.096718 x = 0.650891 | f(x) = 34261.48 | 939.7097 33319.67 2.09355 x = 0.527864 | f(x) = 34261.54 | 932.7804 33326.67 2.090166 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34259.92 | 935.9462 33321.88 2.09264 x = 1 | f(x) = 34204.14 | 991.9347 33210.06 2.148492 x = 0.381966 | f(x) = 34204.97 | 925.0187 33277.84 2.113644 x = 0.618034 | f(x) = 34186.4 | 930.8776 33253.39 2.126697 x = 0.763932 | f(x) = 34186.01 | 947.2238 33236.65 2.134924 x = 0.697656 | f(x) = 34190.77 | 946.0807 33242.56 2.131172 x = 0.854102 | f(x) = 34195.61 | 967.0848 33226.39 2.140069 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34196.94 | 959.8431 33234.96 2.134924 x = 1 | f(x) = 34150.66 | 956.0945 33192.41 2.155747 x = 0.381966 | f(x) = 34140.53 | 920.8301 33217.56 2.1424 x = 0.618034 | f(x) = 34138.43 | 927.5063 33208.78 2.147316 x = 0.763932 | f(x) = 34141.79 | 937.0807 33202.56 2.150466 x = 0.553185 | f(x) = 34139.38 | 926.303 33210.94 2.145943 x = 0.673762 | f(x) = 34139.87 | 931.445 33206.28 2.148509 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34139.52 | 928.952 33208.42 2.147316 x = 1 | f(x) = 34093.73 | 988.6171 33102.9 2.204941 x = 0.381966 | f(x) = 34087.13 | 918.1906 33166.77 2.168707 x = 0.618034 | f(x) = 34071.36 | 925.0287 33144.14 2.182308 x = 0.763932 | f(x) = 34072.99 | 942.5368 33128.27 2.190868 x = 0.663504 | f(x) = 34076.58 | 937.599 33136.8 2.184963 x = 0.527864 | f(x) = 34079.02 | 926.1743 33150.66 2.177077 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.04503 Total Core solution elapsed time: 44.1242 Linear solver elapsed time: 31.4897 (71%) Total elapsed time: 0 hrs 0 min 44 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99934e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 41.5975 > 1 % Convergence criterion: norm(du)/norm(u) 65.5735 > 10 % Convergence criterion: max(du) 0.00018393 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21571e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.32563 > 1 % Convergence criterion: norm(du)/norm(u) 7.5658 < 10 % Convergence criterion: max(du) 1.07212e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.30851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 1.0665 > 1 % Convergence criterion: norm(du)/norm(u) 2.94217 < 10 % Convergence criterion: max(du) 5.896e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16388e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.31678 < 1 % Convergence criterion: norm(du)/norm(u) 1.23578 < 10 % Convergence criterion: max(du) 2.53123e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 4 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37215e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20792e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.410755 < 1 % Convergence criterion: norm(du)/norm(u) 14.4353 > 10 % Convergence criterion: max(du) 4.72326e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103984 < 1 % Convergence criterion: norm(du)/norm(u) 3.7269 < 10 % Convergence criterion: max(du) 1.11765e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96444e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.294385 < 1 % Convergence criterion: norm(du)/norm(u) 9.62524 < 10 % Convergence criterion: max(du) 3.12344e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.275951 < 1 % Convergence criterion: norm(du)/norm(u) 10.9216 > 10 % Convergence criterion: max(du) 4.25929e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.29739e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815054 < 1 % Convergence criterion: norm(du)/norm(u) 5.26689 < 10 % Convergence criterion: max(du) 2.45705e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.98735e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189877 < 1 % Convergence criterion: norm(du)/norm(u) 9.53412 < 10 % Convergence criterion: max(du) 4.2692e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47145e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17098e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189478 < 1 % Convergence criterion: norm(du)/norm(u) 10.5121 > 10 % Convergence criterion: max(du) 5.0052e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06662e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.054153 < 1 % Convergence criterion: norm(du)/norm(u) 5.44901 < 10 % Convergence criterion: max(du) 3.06478e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99572e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18548e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144367 < 1 % Convergence criterion: norm(du)/norm(u) 7.54897 < 10 % Convergence criterion: max(du) 3.83949e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73042e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14761e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.150556 < 1 % Convergence criterion: norm(du)/norm(u) 7.17969 < 10 % Convergence criterion: max(du) 3.78549e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44199e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144766 < 1 % Convergence criterion: norm(du)/norm(u) 6.09495 < 10 % Convergence criterion: max(du) 3.32472e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88713e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17872e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.13726 < 1 % Convergence criterion: norm(du)/norm(u) 4.90277 < 10 % Convergence criterion: max(du) 2.71755e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6694e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1695e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.130444 < 1 % Convergence criterion: norm(du)/norm(u) 3.86312 < 10 % Convergence criterion: max(du) 2.13049e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63214e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.27929e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.124762 < 1 % Convergence criterion: norm(du)/norm(u) 3.05688 < 10 % Convergence criterion: max(du) 1.64453e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06173e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120107 < 1 % Convergence criterion: norm(du)/norm(u) 2.46862 < 10 % Convergence criterion: max(du) 1.27821e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4854e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18888e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.116255 < 1 % Convergence criterion: norm(du)/norm(u) 2.04903 < 10 % Convergence criterion: max(du) 1.01727e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43582e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10137e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.112992 < 1 % Convergence criterion: norm(du)/norm(u) 1.74787 < 10 % Convergence criterion: max(du) 8.36415e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58868e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18569e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.110153 < 1 % Convergence criterion: norm(du)/norm(u) 1.52894 < 10 % Convergence criterion: max(du) 7.11191e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26661e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107622 < 1 % Convergence criterion: norm(du)/norm(u) 1.36377 < 10 % Convergence criterion: max(du) 6.22454e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50667e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18293e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105318 < 1 % Convergence criterion: norm(du)/norm(u) 1.23469 < 10 % Convergence criterion: max(du) 5.56831e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59729e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14968e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103191 < 1 % Convergence criterion: norm(du)/norm(u) 1.13028 < 10 % Convergence criterion: max(du) 5.05641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60654e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101211 < 1 % Convergence criterion: norm(du)/norm(u) 1.04288 < 10 % Convergence criterion: max(du) 4.63539e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74399e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0993636 < 1 % Convergence criterion: norm(du)/norm(u) 0.968241 < 10 % Convergence criterion: max(du) 4.27374e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50057e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21276e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0976376 < 1 % Convergence criterion: norm(du)/norm(u) 0.903438 < 10 % Convergence criterion: max(du) 3.95343e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08546e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0960241 < 1 % Convergence criterion: norm(du)/norm(u) 0.846172 < 10 % Convergence criterion: max(du) 3.66428e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.54448e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15475e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.094519 < 1 % Convergence criterion: norm(du)/norm(u) 0.795148 < 10 % Convergence criterion: max(du) 3.40059e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45024e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.09311 < 1 % Convergence criterion: norm(du)/norm(u) 0.749428 < 10 % Convergence criterion: max(du) 3.15905e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39397e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00952e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0917853 < 1 % Convergence criterion: norm(du)/norm(u) 0.708253 < 10 % Convergence criterion: max(du) 2.93757e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18194e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.090534 < 1 % Convergence criterion: norm(du)/norm(u) 0.670892 < 10 % Convergence criterion: max(du) 2.73458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80297e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04343e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.089348 < 1 % Convergence criterion: norm(du)/norm(u) 0.63693 < 10 % Convergence criterion: max(du) 2.54873e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37885e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15201e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0882196 < 1 % Convergence criterion: norm(du)/norm(u) 0.606024 < 10 % Convergence criterion: max(du) 2.37871e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40499e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0871427 < 1 % Convergence criterion: norm(du)/norm(u) 0.577873 < 10 % Convergence criterion: max(du) 2.2232e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5266e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15875e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.086112 < 1 % Convergence criterion: norm(du)/norm(u) 0.552234 < 10 % Convergence criterion: max(du) 2.08091e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.085123 < 1 % Convergence criterion: norm(du)/norm(u) 0.528883 < 10 % Convergence criterion: max(du) 1.95057e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21131e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0841722 < 1 % Convergence criterion: norm(du)/norm(u) 0.507595 < 10 % Convergence criterion: max(du) 1.83089e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39055e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20127e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0832567 < 1 % Convergence criterion: norm(du)/norm(u) 0.488145 < 10 % Convergence criterion: max(du) 1.72069e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07764e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0823735 < 1 % Convergence criterion: norm(du)/norm(u) 0.47031 < 10 % Convergence criterion: max(du) 1.61903e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44633e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815201 < 1 % Convergence criterion: norm(du)/norm(u) 0.453887 < 10 % Convergence criterion: max(du) 1.52511e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51287e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17959e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806945 < 1 % Convergence criterion: norm(du)/norm(u) 0.438716 < 10 % Convergence criterion: max(du) 1.43828e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6364e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13809e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0798945 < 1 % Convergence criterion: norm(du)/norm(u) 0.424631 < 10 % Convergence criterion: max(du) 1.3698e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0791182 < 1 % Convergence criterion: norm(du)/norm(u) 0.411509 < 10 % Convergence criterion: max(du) 1.34458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72641e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28377e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.078364 < 1 % Convergence criterion: norm(du)/norm(u) 0.399238 < 10 % Convergence criterion: max(du) 1.32013e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40777e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20325e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0776305 < 1 % Convergence criterion: norm(du)/norm(u) 0.387702 < 10 % Convergence criterion: max(du) 1.29641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62121e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0769169 < 1 % Convergence criterion: norm(du)/norm(u) 0.377053 < 10 % Convergence criterion: max(du) 1.27339e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.25689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0762213 < 1 % Convergence criterion: norm(du)/norm(u) 0.366886 < 10 % Convergence criterion: max(du) 1.25104e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49398e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11032e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755427 < 1 % Convergence criterion: norm(du)/norm(u) 0.357198 < 10 % Convergence criterion: max(du) 1.22931e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53476e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0748801 < 1 % Convergence criterion: norm(du)/norm(u) 0.34803 < 10 % Convergence criterion: max(du) 1.20819e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12944e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0742333 < 1 % Convergence criterion: norm(du)/norm(u) 0.339367 < 10 % Convergence criterion: max(du) 1.18763e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41732e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13219e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736014 < 1 % Convergence criterion: norm(du)/norm(u) 0.331219 < 10 % Convergence criterion: max(du) 1.16761e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42181e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18822e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0729838 < 1 % Convergence criterion: norm(du)/norm(u) 0.323752 < 10 % Convergence criterion: max(du) 1.1481e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5791e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26523e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0723798 < 1 % Convergence criterion: norm(du)/norm(u) 0.316447 < 10 % Convergence criterion: max(du) 1.12908e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44334e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13861e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717889 < 1 % Convergence criterion: norm(du)/norm(u) 0.309375 < 10 % Convergence criterion: max(du) 1.11052e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.26209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24561e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0712107 < 1 % Convergence criterion: norm(du)/norm(u) 0.30245 < 10 % Convergence criterion: max(du) 1.09242e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31883e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24359e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.070642 < 1 % Convergence criterion: norm(du)/norm(u) 0.293377 < 10 % Convergence criterion: max(du) 1.0593e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66727e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700845 < 1 % Convergence criterion: norm(du)/norm(u) 0.284309 < 10 % Convergence criterion: max(du) 1.02395e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6418e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0695381 < 1 % Convergence criterion: norm(du)/norm(u) 0.27552 < 10 % Convergence criterion: max(du) 9.88693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07909e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0690026 < 1 % Convergence criterion: norm(du)/norm(u) 0.267078 < 10 % Convergence criterion: max(du) 9.54184e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.86411e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09259e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0684775 < 1 % Convergence criterion: norm(du)/norm(u) 0.258976 < 10 % Convergence criterion: max(du) 9.20592e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67813e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17333e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679627 < 1 % Convergence criterion: norm(du)/norm(u) 0.2512 < 10 % Convergence criterion: max(du) 8.8794e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0674576 < 1 % Convergence criterion: norm(du)/norm(u) 0.243727 < 10 % Convergence criterion: max(du) 8.5621e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07786e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0669621 < 1 % Convergence criterion: norm(du)/norm(u) 0.236478 < 10 % Convergence criterion: max(du) 8.25369e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45351e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07824e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664758 < 1 % Convergence criterion: norm(du)/norm(u) 0.229531 < 10 % Convergence criterion: max(du) 7.95386e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48831e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0659985 < 1 % Convergence criterion: norm(du)/norm(u) 0.222836 < 10 % Convergence criterion: max(du) 7.6623e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14568e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0655298 < 1 % Convergence criterion: norm(du)/norm(u) 0.216401 < 10 % Convergence criterion: max(du) 7.37875e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22091e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650696 < 1 % Convergence criterion: norm(du)/norm(u) 0.210202 < 10 % Convergence criterion: max(du) 7.10295e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58668e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.189e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646177 < 1 % Convergence criterion: norm(du)/norm(u) 0.204232 < 10 % Convergence criterion: max(du) 6.83467e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66062e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0641738 < 1 % Convergence criterion: norm(du)/norm(u) 0.198482 < 10 % Convergence criterion: max(du) 6.57371e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06238e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0637377 < 1 % Convergence criterion: norm(du)/norm(u) 0.192946 < 10 % Convergence criterion: max(du) 6.31987e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65393e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96451e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633092 < 1 % Convergence criterion: norm(du)/norm(u) 0.187615 < 10 % Convergence criterion: max(du) 6.07297e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44047e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00154e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0628881 < 1 % Convergence criterion: norm(du)/norm(u) 0.182472 < 10 % Convergence criterion: max(du) 5.83283e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45221e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.35241e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.062474 < 1 % Convergence criterion: norm(du)/norm(u) 0.177529 < 10 % Convergence criterion: max(du) 5.5993e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.35503e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21538e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620669 < 1 % Convergence criterion: norm(du)/norm(u) 0.17279 < 10 % Convergence criterion: max(du) 5.37222e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12436e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0616665 < 1 % Convergence criterion: norm(du)/norm(u) 0.168228 < 10 % Convergence criterion: max(du) 5.15142e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65735e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0866e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0612726 < 1 % Convergence criterion: norm(du)/norm(u) 0.163848 < 10 % Convergence criterion: max(du) 4.93676e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55143e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608854 < 1 % Convergence criterion: norm(du)/norm(u) 0.159626 < 10 % Convergence criterion: max(du) 4.72809e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43166e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16146e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.060504 < 1 % Convergence criterion: norm(du)/norm(u) 0.155457 < 10 % Convergence criterion: max(du) 4.52526e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46707e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20115e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0601287 < 1 % Convergence criterion: norm(du)/norm(u) 0.151552 < 10 % Convergence criterion: max(du) 4.32812e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14014e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0597593 < 1 % Convergence criterion: norm(du)/norm(u) 0.147807 < 10 % Convergence criterion: max(du) 4.13652e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38279e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13042e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0593955 < 1 % Convergence criterion: norm(du)/norm(u) 0.144214 < 10 % Convergence criterion: max(du) 3.95032e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26502e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0590374 < 1 % Convergence criterion: norm(du)/norm(u) 0.140778 < 10 % Convergence criterion: max(du) 3.76937e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05854e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0586847 < 1 % Convergence criterion: norm(du)/norm(u) 0.137414 < 10 % Convergence criterion: max(du) 3.59353e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41808e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0345e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0583374 < 1 % Convergence criterion: norm(du)/norm(u) 0.134246 < 10 % Convergence criterion: max(du) 3.42263e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12966e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0579954 < 1 % Convergence criterion: norm(du)/norm(u) 0.131221 < 10 % Convergence criterion: max(du) 3.25654e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.23074e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0576585 < 1 % Convergence criterion: norm(du)/norm(u) 0.128269 < 10 % Convergence criterion: max(du) 3.09512e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43163e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0573268 < 1 % Convergence criterion: norm(du)/norm(u) 0.125458 < 10 % Convergence criterion: max(du) 2.9382e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13312e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.057 < 1 % Convergence criterion: norm(du)/norm(u) 0.122592 < 10 % Convergence criterion: max(du) 2.78565e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58318e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12067e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0566785 < 1 % Convergence criterion: norm(du)/norm(u) 0.119981 < 10 % Convergence criterion: max(du) 2.65589e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48502e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12562e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0563611 < 1 % Convergence criterion: norm(du)/norm(u) 0.117572 < 10 % Convergence criterion: max(du) 2.56285e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.57248e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22245e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.056049 < 1 % Convergence criterion: norm(du)/norm(u) 0.115269 < 10 % Convergence criterion: max(du) 2.47223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0557415 < 1 % Convergence criterion: norm(du)/norm(u) 0.113114 < 10 % Convergence criterion: max(du) 2.38393e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58009e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28015e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0554385 < 1 % Convergence criterion: norm(du)/norm(u) 0.111092 < 10 % Convergence criterion: max(du) 2.2979e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12923e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0551402 < 1 % Convergence criterion: norm(du)/norm(u) 0.109193 < 10 % Convergence criterion: max(du) 2.21404e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04823e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0548462 < 1 % Convergence criterion: norm(du)/norm(u) 0.107416 < 10 % Convergence criterion: max(du) 2.13229e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83067e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15536e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0545553 < 1 % Convergence criterion: norm(du)/norm(u) 0.104961 < 10 % Convergence criterion: max(du) 2.05257e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48866e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04244e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0542695 < 1 % Convergence criterion: norm(du)/norm(u) 0.103155 < 10 % Convergence criterion: max(du) 1.97481e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40748e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0539882 < 1 % Convergence criterion: norm(du)/norm(u) 0.101635 < 10 % Convergence criterion: max(du) 1.89896e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61684e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19256e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0537109 < 1 % Convergence criterion: norm(du)/norm(u) 0.100239 < 10 % Convergence criterion: max(du) 1.82494e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31964e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18506e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0534375 < 1 % Convergence criterion: norm(du)/norm(u) 0.0985242 < 10 % Convergence criterion: max(du) 1.75269e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0531683 < 1 % Convergence criterion: norm(du)/norm(u) 0.0972482 < 10 % Convergence criterion: max(du) 1.68217e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39567e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05642e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0529031 < 1 % Convergence criterion: norm(du)/norm(u) 0.0961689 < 10 % Convergence criterion: max(du) 1.61331e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55189e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0526407 < 1 % Convergence criterion: norm(du)/norm(u) 0.0951807 < 10 % Convergence criterion: max(du) 1.54605e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0523822 < 1 % Convergence criterion: norm(du)/norm(u) 0.0943292 < 10 % Convergence criterion: max(du) 1.48035e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74691e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.061465 Total Core solution elapsed time: 30.6117 Linear solver elapsed time: 20.8081 (68%) Total elapsed time: 0 hrs 0 min 30 sec loading results from cluster Step 5: Plotting Step 6: Extract Box SMB Step 7: Historical Relaxation run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 200 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.030683 Total Core solution elapsed time: 181.549 Linear solver elapsed time: 125.856 (69%) Total elapsed time: 0 hrs 3 min 1 sec loading results from cluster SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Greenland +++ working dir: /Users/jenkins/workspace/macOS-Silicon-Examples/nightlylog < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 6364 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In TemporaryParameterFile23608 (line 54) In parameterize (line 29) In runme (line 41)] Set other boundary conditions Set geothermal heat flux Set Pressure Single point constraints Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 57224.29 | 7295.477 49928.81 4.50625e-32 x = 1 | f(x) = 48746.04 | 3599.447 45146.54 0.05279271 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 48742.38 | 3596.285 45146.05 0.05279271 x = 1 | f(x) = 45647.91 | 2718.953 42928.83 0.1197843 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45671.31 | 2742.747 42928.44 0.1197843 x = 1 | f(x) = 45232.67 | 2698.813 42533.72 0.1369708 x = 0.381966 | f(x) = 45379 | 2603.929 42774.95 0.1236372 x = 0.618034 | f(x) = 45330.6 | 2648.425 42682.04 0.1276943 x = 0.763932 | f(x) = 45296.76 | 2671.065 42625.56 0.130842 x = 0.854102 | f(x) = 45276.86 | 2686.467 42590.26 0.1330319 x = 0.90983 | f(x) = 45264.68 | 2696.086 42568.46 0.1344787 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45240.36 | 2706.494 42533.73 0.1369708 x = 1 | f(x) = 43859.84 | 2340.536 41519.12 0.1890024 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43852.25 | 2334.282 41517.78 0.1890024 x = 1 | f(x) = 42920.97 | 2083.961 40836.77 0.2369752 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42920.9 | 2084.991 40835.67 0.2369752 x = 1 | f(x) = 40460.25 | 1899.183 38560.58 0.4824762 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40534.33 | 1973.32 38560.53 0.4824762 x = 1 | f(x) = 40130.78 | 1639.919 38490.36 0.4956304 x = 0.381966 | f(x) = 40164.85 | 1630.76 38533.6 0.4858795 x = 0.618034 | f(x) = 40134.1 | 1616.635 38516.98 0.4889848 x = 0.763932 | f(x) = 40129.15 | 1621.843 38506.82 0.4912867 x = 0.758239 | f(x) = 40130.73 | 1622.982 38507.26 0.4911914 x = 0.854102 | f(x) = 40130.59 | 1629.589 38500.5 0.4928555 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40131.86 | 1624.501 38506.87 0.4912867 x = 1 | f(x) = 39672.04 | 1494.393 38177.1 0.5404335 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39669.91 | 1492.656 38176.71 0.5404335 x = 1 | f(x) = 39036.52 | 1397.035 37638.85 0.6393392 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39035.7 | 1396.818 37638.25 0.6393392 x = 1 | f(x) = 38160.75 | 1434.238 36725.68 0.8373965 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38179.53 | 1453.779 36724.91 0.8373965 x = 1 | f(x) = 38018.08 | 1362.899 36654.32 0.8555446 x = 0.381966 | f(x) = 38006.1 | 1307.638 36697.62 0.8434183 x = 0.618034 | f(x) = 37998.93 | 1317.255 36680.83 0.8476997 x = 0.763932 | f(x) = 38004.57 | 1333.041 36670.68 0.8505411 x = 0.584017 | f(x) = 38003.78 | 1319.576 36683.36 0.8470667 x = 0.671791 | f(x) = 38003.38 | 1325.402 36677.13 0.8487227 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38003.23 | 1321.449 36680.93 0.8476997 x = 1 | f(x) = 37727.49 | 1293.449 36433.13 0.9076876 x = 0.381966 | f(x) = 37869.24 | 1283.536 36584.84 0.8699897 x = 0.618034 | f(x) = 37802.75 | 1274.511 36527.36 0.8841192 x = 0.763932 | f(x) = 37768.11 | 1276.053 36491.17 0.8930184 x = 0.854102 | f(x) = 37752.74 | 1283.039 36468.81 0.8985822 x = 0.90983 | f(x) = 37746.89 | 1290.972 36455.01 0.9020451 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37738.53 | 1304.491 36433.13 0.9076876 x = 1 | f(x) = 37608.99 | 1280.695 36327.36 0.9346133 x = 0.381966 | f(x) = 37641.46 | 1248.416 36392.13 0.9173317 x = 0.618034 | f(x) = 37620.76 | 1252.51 36367.33 0.923688 x = 0.763932 | f(x) = 37614.37 | 1261.422 36352.02 0.9277676 x = 0.881827 | f(x) = 37612.66 | 1272.045 36339.69 0.9311486 x = 0.887712 | f(x) = 37615.16 | 1275.182 36339.04 0.9313194 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37613.46 | 1285.195 36327.33 0.9346133 x = 1 | f(x) = 37355.17 | 1208.508 36145.68 0.9832389 x = 0.381966 | f(x) = 37500.75 | 1242.849 36256.94 0.9526516 x = 0.618034 | f(x) = 37442.28 | 1226.401 36214.91 0.9641313 x = 0.763932 | f(x) = 37405.8 | 1216.483 36188.34 0.9713527 x = 0.854102 | f(x) = 37384.97 | 1212.095 36171.9 0.9758642 x = 0.90983 | f(x) = 37373.35 | 1210.619 36161.75 0.9786708 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37356.61 | 1209.966 36145.66 0.9832389 x = 1 | f(x) = 36613.19 | 1249.983 35361.98 1.224813 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36623.88 | 1261.34 35361.31 1.224813 x = 1 | f(x) = 36401.35 | 1164.393 35235.7 1.266538 x = 0.381966 | f(x) = 36489.07 | 1175.562 35312.27 1.239401 x = 0.618034 | f(x) = 36453.02 | 1168.245 35283.53 1.249251 x = 0.763932 | f(x) = 36430.52 | 1164.073 35265.19 1.255657 x = 0.854102 | f(x) = 36417.31 | 1162.253 35253.8 1.259738 x = 0.90983 | f(x) = 36409.76 | 1161.742 35246.75 1.262306 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36399.92 | 1162.988 35235.67 1.266538 x = 1 | f(x) = 36081.57 | 1104.425 34975.79 1.355818 x = 0.381966 | f(x) = 36265.44 | 1130.355 35133.78 1.300359 x = 0.618034 | f(x) = 36193.78 | 1118.27 35074.19 1.321301 x = 0.763932 | f(x) = 36149.64 | 1111.819 35036.49 1.334295 x = 0.854102 | f(x) = 36123.81 | 1109.421 35013.05 1.342444 x = 0.90983 | f(x) = 36108.8 | 1108.926 34998.53 1.347525 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36085.3 | 1108.29 34975.65 1.355818 x = 1 | f(x) = 35861.04 | 1112.461 34747.14 1.439384 x = 0.381966 | f(x) = 35973.47 | 1088.485 34883.6 1.38831 x = 0.618034 | f(x) = 35923.54 | 1091.585 34830.55 1.408119 x = 0.763932 | f(x) = 35898.04 | 1098.771 34797.85 1.420145 x = 0.854102 | f(x) = 35885.14 | 1105.568 34778.14 1.427447 x = 0.90983 | f(x) = 35878.15 | 1110.654 34766.06 1.431986 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35865.5 | 1117.088 34746.98 1.439384 x = 1 | f(x) = 35691.97 | 1044.544 34645.95 1.478277 x = 0.381966 | f(x) = 35777.36 | 1070.548 34705.35 1.454006 x = 0.618034 | f(x) = 35745.64 | 1059.757 34684.42 1.463117 x = 0.763932 | f(x) = 35722.42 | 1051.185 34669.77 1.468843 x = 0.854102 | f(x) = 35708.98 | 1046.983 34660.53 1.47242 x = 0.90983 | f(x) = 35701.67 | 1045.394 34654.8 1.474647 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35692.21 | 1044.82 34645.91 1.478277 x = 1 | f(x) = 35217.83 | 1046.743 34169.41 1.677241 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35220.09 | 1049.391 34169.02 1.677241 x = 1 | f(x) = 35067.96 | 992.6728 34073.57 1.717358 x = 0.381966 | f(x) = 35136.92 | 1009.81 34125.41 1.692094 x = 0.618034 | f(x) = 35110.19 | 1001.714 34106.77 1.701565 x = 0.763932 | f(x) = 35091.26 | 996.0861 34093.46 1.707529 x = 0.854102 | f(x) = 35081.08 | 994.0872 34085.28 1.711257 x = 0.90983 | f(x) = 35076.1 | 994.0574 34080.33 1.713578 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35069.87 | 995.247 34072.91 1.717358 x = 1 | f(x) = 34937.84 | 1020.937 33915 1.90029 x = 0.381966 | f(x) = 34962.83 | 987.2311 33973.82 1.785839 x = 0.618034 | f(x) = 34923.39 | 993.1615 33928.4 1.830988 x = 0.763932 | f(x) = 34933.83 | 1002.578 33929.39 1.858955 x = 0.63372 | f(x) = 34921.24 | 995.8724 33923.53 1.834066 x = 0.668711 | f(x) = 34927.57 | 996.8291 33928.9 1.840966 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34922.2 | 995.6929 33924.67 1.834066 x = 1 | f(x) = 34842.48 | 997.9163 33842.73 1.833677 x = 0.381966 | f(x) = 34837.03 | 968.5171 33866.68 1.832157 x = 0.618034 | f(x) = 34790.82 | 967.7175 33821.27 1.83186 x = 0.763932 | f(x) = 34805.49 | 976.4819 33827.17 1.832178 x = 0.626188 | f(x) = 34792.58 | 969.2797 33821.47 1.831865 x = 0.527864 | f(x) = 34811.48 | 967.3939 33842.26 1.831895 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34790.11 | 967.7752 33820.5 1.83186 x = 1 | f(x) = 34566.78 | 1052.886 33511.9 2.0022 x = 0.381966 | f(x) = 34665.54 | 983.5118 33680.14 1.895133 x = 0.618034 | f(x) = 34623.62 | 1007.223 33614.46 1.935621 x = 0.763932 | f(x) = 34602.07 | 1024.178 33575.93 1.960962 x = 0.854102 | f(x) = 34591.82 | 1037.857 33551.98 1.976714 x = 0.90983 | f(x) = 34586.29 | 1047.223 33537.09 1.98636 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34574.1 | 1059.303 33512.79 2.0022 x = 1 | f(x) = 34405.89 | 969.5796 33434.27 2.039691 x = 0.381966 | f(x) = 34489.79 | 1013.304 33474.47 2.016186 x = 0.618034 | f(x) = 34465.94 | 1001.764 33462.15 2.025087 x = 0.763932 | f(x) = 34442.25 | 989.0345 33451.19 2.0306 x = 0.854102 | f(x) = 34426.12 | 979.8304 33444.26 2.034047 x = 0.90983 | f(x) = 34415.9 | 973.7961 33440.06 2.036193 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34402.24 | 966.073 33434.13 2.039691 x = 1 | f(x) = 34305.54 | 945.7078 33357.76 2.076387 x = 0.381966 | f(x) = 34339.7 | 934.8917 33402.76 2.053233 x = 0.618034 | f(x) = 34319.84 | 930.8938 33386.89 2.061895 x = 0.763932 | f(x) = 34310.68 | 932.7847 33375.83 2.067361 x = 0.854102 | f(x) = 34309.39 | 938.5088 33368.81 2.070782 x = 0.843757 | f(x) = 34311.97 | 940.6153 33369.29 2.070388 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34314.13 | 954.2089 33357.84 2.076387 x = 1 | f(x) = 34266.13 | 963.9261 33300.1 2.103467 x = 0.381966 | f(x) = 34265.54 | 929.2117 33334.24 2.086236 x = 0.618034 | f(x) = 34259.68 | 935.5789 33322.01 2.09264 x = 0.763932 | f(x) = 34260.64 | 944.8733 33313.67 2.096718 x = 0.650891 | f(x) = 34261.48 | 939.7097 33319.67 2.09355 x = 0.527864 | f(x) = 34261.54 | 932.7804 33326.67 2.090166 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34259.92 | 935.9462 33321.88 2.09264 x = 1 | f(x) = 34204.14 | 991.9347 33210.06 2.148492 x = 0.381966 | f(x) = 34204.97 | 925.0187 33277.84 2.113644 x = 0.618034 | f(x) = 34186.4 | 930.8776 33253.39 2.126697 x = 0.763932 | f(x) = 34186.01 | 947.2238 33236.65 2.134924 x = 0.697656 | f(x) = 34190.77 | 946.0807 33242.56 2.131172 x = 0.854102 | f(x) = 34195.61 | 967.0848 33226.39 2.140069 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34196.94 | 959.8431 33234.96 2.134924 x = 1 | f(x) = 34150.66 | 956.0945 33192.41 2.155747 x = 0.381966 | f(x) = 34140.53 | 920.8301 33217.56 2.1424 x = 0.618034 | f(x) = 34138.43 | 927.5063 33208.78 2.147316 x = 0.763932 | f(x) = 34141.79 | 937.0807 33202.56 2.150466 x = 0.553185 | f(x) = 34139.38 | 926.303 33210.94 2.145943 x = 0.673762 | f(x) = 34139.87 | 931.445 33206.28 2.148509 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34139.52 | 928.952 33208.42 2.147316 x = 1 | f(x) = 34093.73 | 988.6171 33102.9 2.204941 x = 0.381966 | f(x) = 34087.13 | 918.1906 33166.77 2.168707 x = 0.618034 | f(x) = 34071.36 | 925.0287 33144.14 2.182308 x = 0.763932 | f(x) = 34072.99 | 942.5368 33128.27 2.190868 x = 0.663504 | f(x) = 34076.58 | 937.599 33136.8 2.184963 x = 0.527864 | f(x) = 34079.02 | 926.1743 33150.66 2.177077 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.04503 Total Core solution elapsed time: 44.1242 Linear solver elapsed time: 31.4897 (71%) Total elapsed time: 0 hrs 0 min 44 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99934e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 41.5975 > 1 % Convergence criterion: norm(du)/norm(u) 65.5735 > 10 % Convergence criterion: max(du) 0.00018393 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21571e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.32563 > 1 % Convergence criterion: norm(du)/norm(u) 7.5658 < 10 % Convergence criterion: max(du) 1.07212e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.30851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 1.0665 > 1 % Convergence criterion: norm(du)/norm(u) 2.94217 < 10 % Convergence criterion: max(du) 5.896e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16388e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.31678 < 1 % Convergence criterion: norm(du)/norm(u) 1.23578 < 10 % Convergence criterion: max(du) 2.53123e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 4 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37215e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20792e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.410755 < 1 % Convergence criterion: norm(du)/norm(u) 14.4353 > 10 % Convergence criterion: max(du) 4.72326e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103984 < 1 % Convergence criterion: norm(du)/norm(u) 3.7269 < 10 % Convergence criterion: max(du) 1.11765e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96444e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.294385 < 1 % Convergence criterion: norm(du)/norm(u) 9.62524 < 10 % Convergence criterion: max(du) 3.12344e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12214e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.275951 < 1 % Convergence criterion: norm(du)/norm(u) 10.9216 > 10 % Convergence criterion: max(du) 4.25929e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.29739e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815054 < 1 % Convergence criterion: norm(du)/norm(u) 5.26689 < 10 % Convergence criterion: max(du) 2.45705e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.98735e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189877 < 1 % Convergence criterion: norm(du)/norm(u) 9.53412 < 10 % Convergence criterion: max(du) 4.2692e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47145e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17098e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189478 < 1 % Convergence criterion: norm(du)/norm(u) 10.5121 > 10 % Convergence criterion: max(du) 5.0052e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06662e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.054153 < 1 % Convergence criterion: norm(du)/norm(u) 5.44901 < 10 % Convergence criterion: max(du) 3.06478e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 2 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99572e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18548e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144367 < 1 % Convergence criterion: norm(du)/norm(u) 7.54897 < 10 % Convergence criterion: max(du) 3.83949e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73042e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14761e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.150556 < 1 % Convergence criterion: norm(du)/norm(u) 7.17969 < 10 % Convergence criterion: max(du) 3.78549e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44199e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144766 < 1 % Convergence criterion: norm(du)/norm(u) 6.09495 < 10 % Convergence criterion: max(du) 3.32472e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88713e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17872e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.13726 < 1 % Convergence criterion: norm(du)/norm(u) 4.90277 < 10 % Convergence criterion: max(du) 2.71755e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6694e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1695e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.130444 < 1 % Convergence criterion: norm(du)/norm(u) 3.86312 < 10 % Convergence criterion: max(du) 2.13049e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63214e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.27929e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.124762 < 1 % Convergence criterion: norm(du)/norm(u) 3.05688 < 10 % Convergence criterion: max(du) 1.64453e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06173e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120107 < 1 % Convergence criterion: norm(du)/norm(u) 2.46862 < 10 % Convergence criterion: max(du) 1.27821e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4854e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18888e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.116255 < 1 % Convergence criterion: norm(du)/norm(u) 2.04903 < 10 % Convergence criterion: max(du) 1.01727e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43582e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10137e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.112992 < 1 % Convergence criterion: norm(du)/norm(u) 1.74787 < 10 % Convergence criterion: max(du) 8.36415e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58868e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18569e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.110153 < 1 % Convergence criterion: norm(du)/norm(u) 1.52894 < 10 % Convergence criterion: max(du) 7.11191e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26661e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107622 < 1 % Convergence criterion: norm(du)/norm(u) 1.36377 < 10 % Convergence criterion: max(du) 6.22454e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50667e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18293e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105318 < 1 % Convergence criterion: norm(du)/norm(u) 1.23469 < 10 % Convergence criterion: max(du) 5.56831e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59729e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14968e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103191 < 1 % Convergence criterion: norm(du)/norm(u) 1.13028 < 10 % Convergence criterion: max(du) 5.05641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60654e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101211 < 1 % Convergence criterion: norm(du)/norm(u) 1.04288 < 10 % Convergence criterion: max(du) 4.63539e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74399e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0993636 < 1 % Convergence criterion: norm(du)/norm(u) 0.968241 < 10 % Convergence criterion: max(du) 4.27374e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50057e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21276e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0976376 < 1 % Convergence criterion: norm(du)/norm(u) 0.903438 < 10 % Convergence criterion: max(du) 3.95343e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08546e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0960241 < 1 % Convergence criterion: norm(du)/norm(u) 0.846172 < 10 % Convergence criterion: max(du) 3.66428e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.54448e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15475e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.094519 < 1 % Convergence criterion: norm(du)/norm(u) 0.795148 < 10 % Convergence criterion: max(du) 3.40059e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45024e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.09311 < 1 % Convergence criterion: norm(du)/norm(u) 0.749428 < 10 % Convergence criterion: max(du) 3.15905e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39397e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00952e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0917853 < 1 % Convergence criterion: norm(du)/norm(u) 0.708253 < 10 % Convergence criterion: max(du) 2.93757e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18194e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.090534 < 1 % Convergence criterion: norm(du)/norm(u) 0.670892 < 10 % Convergence criterion: max(du) 2.73458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80297e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04343e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.089348 < 1 % Convergence criterion: norm(du)/norm(u) 0.63693 < 10 % Convergence criterion: max(du) 2.54873e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37885e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15201e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0882196 < 1 % Convergence criterion: norm(du)/norm(u) 0.606024 < 10 % Convergence criterion: max(du) 2.37871e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40499e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0871427 < 1 % Convergence criterion: norm(du)/norm(u) 0.577873 < 10 % Convergence criterion: max(du) 2.2232e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5266e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15875e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.086112 < 1 % Convergence criterion: norm(du)/norm(u) 0.552234 < 10 % Convergence criterion: max(du) 2.08091e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.47335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.085123 < 1 % Convergence criterion: norm(du)/norm(u) 0.528883 < 10 % Convergence criterion: max(du) 1.95057e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21131e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0841722 < 1 % Convergence criterion: norm(du)/norm(u) 0.507595 < 10 % Convergence criterion: max(du) 1.83089e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39055e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20127e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0832567 < 1 % Convergence criterion: norm(du)/norm(u) 0.488145 < 10 % Convergence criterion: max(du) 1.72069e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07764e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0823735 < 1 % Convergence criterion: norm(du)/norm(u) 0.47031 < 10 % Convergence criterion: max(du) 1.61903e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44633e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815201 < 1 % Convergence criterion: norm(du)/norm(u) 0.453887 < 10 % Convergence criterion: max(du) 1.52511e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51287e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17959e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806945 < 1 % Convergence criterion: norm(du)/norm(u) 0.438716 < 10 % Convergence criterion: max(du) 1.43828e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6364e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13809e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0798945 < 1 % Convergence criterion: norm(du)/norm(u) 0.424631 < 10 % Convergence criterion: max(du) 1.3698e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0791182 < 1 % Convergence criterion: norm(du)/norm(u) 0.411509 < 10 % Convergence criterion: max(du) 1.34458e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72641e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28377e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.078364 < 1 % Convergence criterion: norm(du)/norm(u) 0.399238 < 10 % Convergence criterion: max(du) 1.32013e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40777e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20325e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0776305 < 1 % Convergence criterion: norm(du)/norm(u) 0.387702 < 10 % Convergence criterion: max(du) 1.29641e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62121e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0769169 < 1 % Convergence criterion: norm(du)/norm(u) 0.377053 < 10 % Convergence criterion: max(du) 1.27339e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.25689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0762213 < 1 % Convergence criterion: norm(du)/norm(u) 0.366886 < 10 % Convergence criterion: max(du) 1.25104e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49398e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11032e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755427 < 1 % Convergence criterion: norm(du)/norm(u) 0.357198 < 10 % Convergence criterion: max(du) 1.22931e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53476e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0748801 < 1 % Convergence criterion: norm(du)/norm(u) 0.34803 < 10 % Convergence criterion: max(du) 1.20819e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12944e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0742333 < 1 % Convergence criterion: norm(du)/norm(u) 0.339367 < 10 % Convergence criterion: max(du) 1.18763e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41732e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13219e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736014 < 1 % Convergence criterion: norm(du)/norm(u) 0.331219 < 10 % Convergence criterion: max(du) 1.16761e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42181e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18822e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0729838 < 1 % Convergence criterion: norm(du)/norm(u) 0.323752 < 10 % Convergence criterion: max(du) 1.1481e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5791e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26523e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0723798 < 1 % Convergence criterion: norm(du)/norm(u) 0.316447 < 10 % Convergence criterion: max(du) 1.12908e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44334e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13861e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717889 < 1 % Convergence criterion: norm(du)/norm(u) 0.309375 < 10 % Convergence criterion: max(du) 1.11052e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.26209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24561e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0712107 < 1 % Convergence criterion: norm(du)/norm(u) 0.30245 < 10 % Convergence criterion: max(du) 1.09242e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31883e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24359e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.070642 < 1 % Convergence criterion: norm(du)/norm(u) 0.293377 < 10 % Convergence criterion: max(du) 1.0593e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66727e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700845 < 1 % Convergence criterion: norm(du)/norm(u) 0.284309 < 10 % Convergence criterion: max(du) 1.02395e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6418e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0695381 < 1 % Convergence criterion: norm(du)/norm(u) 0.27552 < 10 % Convergence criterion: max(du) 9.88693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07909e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0690026 < 1 % Convergence criterion: norm(du)/norm(u) 0.267078 < 10 % Convergence criterion: max(du) 9.54184e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.86411e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09259e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0684775 < 1 % Convergence criterion: norm(du)/norm(u) 0.258976 < 10 % Convergence criterion: max(du) 9.20592e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67813e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17333e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679627 < 1 % Convergence criterion: norm(du)/norm(u) 0.2512 < 10 % Convergence criterion: max(du) 8.8794e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09581e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0674576 < 1 % Convergence criterion: norm(du)/norm(u) 0.243727 < 10 % Convergence criterion: max(du) 8.5621e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07786e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0669621 < 1 % Convergence criterion: norm(du)/norm(u) 0.236478 < 10 % Convergence criterion: max(du) 8.25369e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45351e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07824e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664758 < 1 % Convergence criterion: norm(du)/norm(u) 0.229531 < 10 % Convergence criterion: max(du) 7.95386e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48831e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20625e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0659985 < 1 % Convergence criterion: norm(du)/norm(u) 0.222836 < 10 % Convergence criterion: max(du) 7.6623e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14568e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0655298 < 1 % Convergence criterion: norm(du)/norm(u) 0.216401 < 10 % Convergence criterion: max(du) 7.37875e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22091e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650696 < 1 % Convergence criterion: norm(du)/norm(u) 0.210202 < 10 % Convergence criterion: max(du) 7.10295e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58668e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.189e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646177 < 1 % Convergence criterion: norm(du)/norm(u) 0.204232 < 10 % Convergence criterion: max(du) 6.83467e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66062e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0641738 < 1 % Convergence criterion: norm(du)/norm(u) 0.198482 < 10 % Convergence criterion: max(du) 6.57371e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06238e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0637377 < 1 % Convergence criterion: norm(du)/norm(u) 0.192946 < 10 % Convergence criterion: max(du) 6.31987e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65393e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.96451e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633092 < 1 % Convergence criterion: norm(du)/norm(u) 0.187615 < 10 % Convergence criterion: max(du) 6.07297e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44047e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00154e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0628881 < 1 % Convergence criterion: norm(du)/norm(u) 0.182472 < 10 % Convergence criterion: max(du) 5.83283e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45221e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.35241e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.062474 < 1 % Convergence criterion: norm(du)/norm(u) 0.177529 < 10 % Convergence criterion: max(du) 5.5993e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.35503e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21538e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620669 < 1 % Convergence criterion: norm(du)/norm(u) 0.17279 < 10 % Convergence criterion: max(du) 5.37222e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12436e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0616665 < 1 % Convergence criterion: norm(du)/norm(u) 0.168228 < 10 % Convergence criterion: max(du) 5.15142e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65735e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0866e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0612726 < 1 % Convergence criterion: norm(du)/norm(u) 0.163848 < 10 % Convergence criterion: max(du) 4.93676e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55143e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06567e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608854 < 1 % Convergence criterion: norm(du)/norm(u) 0.159626 < 10 % Convergence criterion: max(du) 4.72809e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43166e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16146e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.060504 < 1 % Convergence criterion: norm(du)/norm(u) 0.155457 < 10 % Convergence criterion: max(du) 4.52526e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46707e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20115e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0601287 < 1 % Convergence criterion: norm(du)/norm(u) 0.151552 < 10 % Convergence criterion: max(du) 4.32812e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14014e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0597593 < 1 % Convergence criterion: norm(du)/norm(u) 0.147807 < 10 % Convergence criterion: max(du) 4.13652e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38279e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13042e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0593955 < 1 % Convergence criterion: norm(du)/norm(u) 0.144214 < 10 % Convergence criterion: max(du) 3.95032e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26502e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0590374 < 1 % Convergence criterion: norm(du)/norm(u) 0.140778 < 10 % Convergence criterion: max(du) 3.76937e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05854e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0586847 < 1 % Convergence criterion: norm(du)/norm(u) 0.137414 < 10 % Convergence criterion: max(du) 3.59353e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41808e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0345e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0583374 < 1 % Convergence criterion: norm(du)/norm(u) 0.134246 < 10 % Convergence criterion: max(du) 3.42263e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12966e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0579954 < 1 % Convergence criterion: norm(du)/norm(u) 0.131221 < 10 % Convergence criterion: max(du) 3.25654e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58453e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.23074e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0576585 < 1 % Convergence criterion: norm(du)/norm(u) 0.128269 < 10 % Convergence criterion: max(du) 3.09512e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43163e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0573268 < 1 % Convergence criterion: norm(du)/norm(u) 0.125458 < 10 % Convergence criterion: max(du) 2.9382e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13312e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.057 < 1 % Convergence criterion: norm(du)/norm(u) 0.122592 < 10 % Convergence criterion: max(du) 2.78565e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58318e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12067e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0566785 < 1 % Convergence criterion: norm(du)/norm(u) 0.119981 < 10 % Convergence criterion: max(du) 2.65589e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48502e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12562e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0563611 < 1 % Convergence criterion: norm(du)/norm(u) 0.117572 < 10 % Convergence criterion: max(du) 2.56285e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.57248e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22245e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.056049 < 1 % Convergence criterion: norm(du)/norm(u) 0.115269 < 10 % Convergence criterion: max(du) 2.47223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49139e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0557415 < 1 % Convergence criterion: norm(du)/norm(u) 0.113114 < 10 % Convergence criterion: max(du) 2.38393e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58009e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28015e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0554385 < 1 % Convergence criterion: norm(du)/norm(u) 0.111092 < 10 % Convergence criterion: max(du) 2.2979e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12923e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0551402 < 1 % Convergence criterion: norm(du)/norm(u) 0.109193 < 10 % Convergence criterion: max(du) 2.21404e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04823e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0548462 < 1 % Convergence criterion: norm(du)/norm(u) 0.107416 < 10 % Convergence criterion: max(du) 2.13229e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83067e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15536e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0545553 < 1 % Convergence criterion: norm(du)/norm(u) 0.104961 < 10 % Convergence criterion: max(du) 2.05257e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48866e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04244e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0542695 < 1 % Convergence criterion: norm(du)/norm(u) 0.103155 < 10 % Convergence criterion: max(du) 1.97481e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40748e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26393e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0539882 < 1 % Convergence criterion: norm(du)/norm(u) 0.101635 < 10 % Convergence criterion: max(du) 1.89896e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61684e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19256e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0537109 < 1 % Convergence criterion: norm(du)/norm(u) 0.100239 < 10 % Convergence criterion: max(du) 1.82494e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.31964e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18506e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0534375 < 1 % Convergence criterion: norm(du)/norm(u) 0.0985242 < 10 % Convergence criterion: max(du) 1.75269e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0531683 < 1 % Convergence criterion: norm(du)/norm(u) 0.0972482 < 10 % Convergence criterion: max(du) 1.68217e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39567e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05642e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0529031 < 1 % Convergence criterion: norm(du)/norm(u) 0.0961689 < 10 % Convergence criterion: max(du) 1.61331e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55189e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12686e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0526407 < 1 % Convergence criterion: norm(du)/norm(u) 0.0951807 < 10 % Convergence criterion: max(du) 1.54605e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0523822 < 1 % Convergence criterion: norm(du)/norm(u) 0.0943292 < 10 % Convergence criterion: max(du) 1.48035e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.74691e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.061465 Total Core solution elapsed time: 30.6117 Linear solver elapsed time: 20.8081 (68%) Total elapsed time: 0 hrs 0 min 30 sec loading results from cluster Step 5: Plotting Step 6: Extract Box SMB Step 7: Historical Relaxation run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.1 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── Input updates from constant Input updates from constant Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom Renumbering degrees of freedom call computational core: Updating Mmes iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport Updating constraints and active domain of analysis MasstransportAnalysis for time: 200 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results write lock file: FemModel initialization elapsed time: 0.030683 Total Core solution elapsed time: 181.549 Linear solver elapsed time: 125.856 (69%) Total elapsed time: 0 hrs 3 min 1 sec loading results from cluster SUCCESS +++ exit code: 0 +++ error: 0 Recording test results Build step 'Publish JUnit test result report' changed build result to UNSTABLE Finished: UNSTABLE