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 6f0941908948fe9be5636a3546ef5d7accf4b8f2 (refs/remotes/origin/main) > git config core.sparsecheckout # timeout=10 > git checkout -f 6f0941908948fe9be5636a3546ef5d7accf4b8f2 # timeout=10 Commit message: "CHG: added Weertman" > git rev-list --no-walk 6b50cc7c1ac5f7a30e83d70afb27c89128758f08 # timeout=10 [macOS-Silicon-Examples] $ /bin/bash /var/folders/mx/mr9ch0gx2qq_tty2dtgrjcn40000gp/T/jenkins17095437167597642689.sh Cleaning up execution directory ====================================================== Determining installation type ====================================================== List of changed files --------------------- src/c/analyses/LevelsetAnalysis.cpp src/c/cores/balancethickness_core.cpp src/c/cores/balancevelocity_core.cpp src/c/cores/debris_core.cpp src/c/cores/masstransport_core.cpp src/c/cores/sampling_core.cpp src/c/cores/transient_core.cpp src/c/main/kriging.cpp src/m/mech/basalstress.m -- checking for changed externalpackages... no -- checking for reconfiguration... no -- 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 ====================================================== ====================================================== Compiling ISSM ====================================================== Making with 4 CPUs /Library/Developer/CommandLineTools/usr/bin/make all-recursive Making all in src Making all in c CXX cores/libISSMCore_la-transient_core.lo CXX cores/libISSMCore_la-masstransport_core.lo CXX cores/libISSMCore_la-debris_core.lo CXX cores/libISSMCore_la-balancethickness_core.lo CXX cores/libISSMCore_la-balancevelocity_core.lo CXX analyses/libISSMCore_la-LevelsetAnalysis.lo CXX cores/libISSMCore_la-sampling_core.lo CXX main/kriging-kriging.o CXXLD libISSMCore.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/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/libmpi.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/libpmpi.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 CXXLD libISSMMatlab.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/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 ld: warning: -dylib_file is deprecated. Use -F or -L to control where indirect dylibs are found CXXLD BamgTriangulate_matlab.la CXXLD BamgMesher_matlab.la CXXLD BamgConvertMesh_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: [92miteration 1/500 time [yr]: 1.00[m (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 [92miteration 2/500 time [yr]: 2.00[m (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 [92miteration 3/500 time [yr]: 3.00[m (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 [92miteration 4/500 time [yr]: 4.00[m (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 [92miteration 5/500 time [yr]: 5.00[m (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 [92miteration 6/500 time [yr]: 6.00[m (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 [92miteration 7/500 time [yr]: 7.00[m (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 [92miteration 8/500 time [yr]: 8.00[m (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 [92miteration 9/500 time [yr]: 9.00[m (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 [92miteration 10/500 time [yr]: 10.00[m (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 [92miteration 11/500 time [yr]: 11.00[m (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 [92miteration 12/500 time [yr]: 12.00[m (time 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position updating vertices positions refining mesh call adjust base and thickness module [92miteration 20/500 time [yr]: 20.00[m (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 [92miteration 21/500 time [yr]: 21.00[m (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 [92miteration 22/500 time [yr]: 22.00[m (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 [92miteration 23/500 time [yr]: 23.00[m (time step: 1.00) computing smb computing new 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positions saving temporary results refining mesh call adjust base and thickness module [92miteration 31/500 time [yr]: 31.00[m (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 [92miteration 32/500 time [yr]: 32.00[m (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 [92miteration 33/500 time [yr]: 33.00[m (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 [92miteration 34/500 time [yr]: 34.00[m (time step: 1.00) computing smb computing new velocity computing basal 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mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module [92miteration 61/500 time [yr]: 61.00[m (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 [92miteration 62/500 time [yr]: 62.00[m (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 [92miteration 63/500 time [yr]: 63.00[m (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 [92miteration 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mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module [92miteration 131/500 time [yr]: 131.00[m (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 [92miteration 132/500 time [yr]: 132.00[m (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 [92miteration 133/500 time [yr]: 133.00[m (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 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[92miteration 420/500 time [yr]: 420.00[m (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 [92miteration 421/500 time [yr]: 421.00[m (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 [92miteration 422/500 time [yr]: 422.00[m (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 [92miteration 423/500 time [yr]: 423.00[m (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new 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position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.024419 Total Core solution elapsed time: 120.134 Linear solver elapsed time: 59.9483 (50%) Total elapsed time: 0 hrs 2 min 0 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 Wed Jan 21 06:47:04 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 0.00124404s, CPU 0.000682s) 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 10.3391s, CPU 9.82877s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Wed Jan 21 06:47:14 2026 (From start: Wall 10.3688s, CPU 9.85743s) 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: 0.078946 Total Core solution elapsed time: 4.60316 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: 0.05564 Total Core solution elapsed time: 0.605817 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 TemporaryParameterFile19153 (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: 0.026194 Total Core solution elapsed time: 31.7622 Linear solver elapsed time: 23.044 (73%) Total elapsed time: 0 hrs 0 min 31 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 [92miteration 1/100 time [yr]: 0.20[m (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)=2.24407e-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)=2.01531e-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)=2.17269e-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)=2.12346e-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)=1.50937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 2/100 time [yr]: 0.40[m (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)=2.13685e-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)=2.21857e-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)=1.59193e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 3/100 time [yr]: 0.60[m (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)=2.18437e-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)=1.61201e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 4/100 time [yr]: 0.80[m (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)=2.23002e-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)=2.1307e-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)=1.57428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 5/100 time [yr]: 1.00[m (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)=2.14208e-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)=1.69716e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 6/100 time [yr]: 1.20[m (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)=2.10857e-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)=2.29048e-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)=1.46468e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 7/100 time [yr]: 1.40[m (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)=2.12097e-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)=1.41347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 8/100 time [yr]: 1.60[m (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)=2.18476e-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)=1.43624e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 9/100 time [yr]: 1.80[m (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)=2.21237e-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)=1.41445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 10/100 time [yr]: 2.00[m (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)=2.1599e-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)=1.58556e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 11/100 time [yr]: 2.20[m (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)=2.14086e-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)=1.27063e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 12/100 time [yr]: 2.40[m (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)=2.0486e-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)=1.58855e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 13/100 time [yr]: 2.60[m (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)=2.11059e-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)=1.68359e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 14/100 time [yr]: 2.80[m (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)=2.23202e-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)=1.41115e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 15/100 time [yr]: 3.00[m (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)=2.05994e-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)=1.47627e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 16/100 time [yr]: 3.20[m (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)=2.26014e-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)=1.58015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 17/100 time [yr]: 3.40[m (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)=2.08717e-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)=1.54331e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 18/100 time [yr]: 3.60[m (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)=2.07946e-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)=1.78681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 19/100 time [yr]: 3.80[m (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)=2.24938e-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)=1.66975e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 20/100 time [yr]: 4.00[m (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)=2.2377e-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)=1.61385e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 21/100 time [yr]: 4.20[m (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)=2.03856e-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)=1.37634e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 22/100 time [yr]: 4.40[m (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)=2.14774e-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)=1.51413e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 23/100 time [yr]: 4.60[m (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)=2.14578e-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)=1.40269e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 24/100 time [yr]: 4.80[m (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)=2.16075e-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)=1.27135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 25/100 time [yr]: 5.00[m (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)=2.2501e-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)=1.44692e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 26/100 time [yr]: 5.20[m (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)=2.18826e-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)=1.58321e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 27/100 time [yr]: 5.40[m (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)=2.25533e-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)=1.32683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 28/100 time [yr]: 5.60[m (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)=2.15333e-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)=1.5232e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 29/100 time [yr]: 5.80[m (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)=2.30108e-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)=1.43326e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 30/100 time [yr]: 6.00[m (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)=2.21273e-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)=1.62159e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 31/100 time [yr]: 6.20[m (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)=2.05382e-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)=1.57705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 32/100 time [yr]: 6.40[m (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)=2.15835e-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)=1.47306e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 33/100 time [yr]: 6.60[m (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)=2.05376e-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)=1.57081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 34/100 time [yr]: 6.80[m (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)=2.27164e-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)=1.57522e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 35/100 time [yr]: 7.00[m (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)=2.13569e-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)=1.37632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 36/100 time [yr]: 7.20[m (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)=2.10012e-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)=1.34864e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 37/100 time [yr]: 7.40[m (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)=2.15062e-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)=1.43255e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 38/100 time [yr]: 7.60[m (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)=2.11657e-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)=1.34093e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 39/100 time [yr]: 7.80[m (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)=2.17145e-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)=1.58929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 40/100 time [yr]: 8.00[m (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)=2.15742e-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)=1.59985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 41/100 time [yr]: 8.20[m (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)=2.07141e-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)=1.83743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 42/100 time [yr]: 8.40[m (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)=2.22401e-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)=1.51632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 43/100 time [yr]: 8.60[m (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)=2.2681e-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)=1.58089e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 44/100 time [yr]: 8.80[m (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)=2.42316e-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)=1.56608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 45/100 time [yr]: 9.00[m (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)=2.12656e-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)=1.71242e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 46/100 time [yr]: 9.20[m (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)=2.19695e-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)=1.61608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 47/100 time [yr]: 9.40[m (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)=2.11162e-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)=1.56638e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 48/100 time [yr]: 9.60[m (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)=2.24233e-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)=1.60344e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 49/100 time [yr]: 9.80[m (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)=2.04616e-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)=1.36485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 50/100 time [yr]: 10.00[m (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)=2.09e-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)=1.44515e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 51/100 time [yr]: 10.20[m (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)=2.29755e-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)=1.39561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 52/100 time [yr]: 10.40[m (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)=2.30729e-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)=1.62277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 53/100 time [yr]: 10.60[m (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)=2.26149e-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)=1.85421e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 54/100 time [yr]: 10.80[m (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)=2.06119e-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)=1.26253e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 55/100 time [yr]: 11.00[m (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)=2.2519e-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)=1.56789e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 56/100 time [yr]: 11.20[m (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)=2.21516e-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)=1.63446e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 57/100 time [yr]: 11.40[m (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)=2.08601e-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)=1.57491e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 58/100 time [yr]: 11.60[m (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)=2.10567e-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)=1.45308e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 59/100 time [yr]: 11.80[m (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)=2.10018e-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)=1.31619e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 60/100 time [yr]: 12.00[m (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)=2.12599e-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)=1.87006e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 61/100 time [yr]: 12.20[m (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)=2.21306e-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)=1.56833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 62/100 time [yr]: 12.40[m (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)=2.05208e-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)=1.46233e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 63/100 time [yr]: 12.60[m (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)=2.25347e-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)=1.43529e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 64/100 time [yr]: 12.80[m (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)=2.20402e-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)=1.47539e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 65/100 time [yr]: 13.00[m (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)=2.10572e-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)=1.40986e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 66/100 time [yr]: 13.20[m (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)=2.14382e-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)=1.59112e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 67/100 time [yr]: 13.40[m (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)=2.16491e-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)=1.54471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 68/100 time [yr]: 13.60[m (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)=2.23971e-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)=1.48052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 69/100 time [yr]: 13.80[m (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)=2.24346e-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)=1.62176e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 70/100 time [yr]: 14.00[m (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)=2.29374e-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)=1.32084e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 71/100 time [yr]: 14.20[m (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)=2.20663e-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)=1.56603e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 72/100 time [yr]: 14.40[m (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)=2.12807e-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)=1.67383e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 73/100 time [yr]: 14.60[m (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)=2.05066e-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)=1.70174e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 74/100 time [yr]: 14.80[m (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)=2.06833e-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)=1.3623e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 75/100 time [yr]: 15.00[m (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)=2.13729e-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)=1.56276e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 76/100 time [yr]: 15.20[m (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)=2.13356e-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)=1.32578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 77/100 time [yr]: 15.40[m (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)=2.14629e-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)=1.57818e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 78/100 time [yr]: 15.60[m (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)=2.27285e-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)=1.47785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 79/100 time [yr]: 15.80[m (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)=2.38189e-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)=1.38583e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 80/100 time [yr]: 16.00[m (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)=2.20911e-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)=1.37361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 81/100 time [yr]: 16.20[m (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)=2.1912e-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)=1.65422e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 82/100 time [yr]: 16.40[m (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)=2.08875e-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)=1.89802e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 83/100 time [yr]: 16.60[m (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)=2.21414e-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)=1.63069e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 84/100 time [yr]: 16.80[m (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)=2.14008e-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)=1.63337e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 85/100 time [yr]: 17.00[m (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)=2.24603e-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)=1.48578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 86/100 time [yr]: 17.20[m (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)=2.10784e-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)=1.463e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 87/100 time [yr]: 17.40[m (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)=2.12776e-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)=1.4431e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 88/100 time [yr]: 17.60[m (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)=2.27192e-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)=1.80518e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 89/100 time [yr]: 17.80[m (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)=2.23944e-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)=1.52786e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 90/100 time [yr]: 18.00[m (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)=2.14191e-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)=1.82501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 91/100 time [yr]: 18.20[m (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)=2.20052e-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)=1.6096e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 92/100 time [yr]: 18.40[m (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)=2.03066e-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)=1.4122e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 93/100 time [yr]: 18.60[m (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)=2.18966e-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)=1.87877e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 94/100 time [yr]: 18.80[m (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)=2.35619e-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)=1.46943e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 95/100 time [yr]: 19.00[m (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)=2.21775e-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)=1.59148e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 96/100 time [yr]: 19.20[m (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)=2.1364e-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)=1.43788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 97/100 time [yr]: 19.40[m (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)=2.28408e-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)=1.5509e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 98/100 time [yr]: 19.60[m (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)=2.0994e-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)=1.65669e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 99/100 time [yr]: 19.80[m (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)=2.17669e-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)=1.56755e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 100/100 time [yr]: 20.00[m (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)=2.29164e-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)=1.41722e-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: 0.027018 Total Core solution elapsed time: 12.7134 Linear solver elapsed time: 8.15608 (64%) Total elapsed time: 0 hrs 0 min 12 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 [92miteration 1/1000 time [yr]: 0.20[m (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 [92miteration 2/1000 time [yr]: 0.40[m (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 [92miteration 3/1000 time [yr]: 0.60[m (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 [92miteration 4/1000 time [yr]: 0.80[m (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 [92miteration 5/1000 time [yr]: 1.00[m (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 [92miteration 6/1000 time [yr]: 1.20[m (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 [92miteration 7/1000 time [yr]: 1.40[m (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 [92miteration 8/1000 time [yr]: 1.60[m (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 [92miteration 9/1000 time [yr]: 1.80[m (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 [92miteration 10/1000 time [yr]: 2.00[m (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 [92miteration 11/1000 time [yr]: 2.20[m (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 [92miteration 12/1000 time [yr]: 2.40[m (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 [92miteration 13/1000 time [yr]: 2.60[m (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 [92miteration 14/1000 time [yr]: 2.80[m (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 [92miteration 15/1000 time [yr]: 3.00[m (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 [92miteration 16/1000 time [yr]: 3.20[m (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 [92miteration 17/1000 time [yr]: 3.40[m (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 [92miteration 18/1000 time [yr]: 3.60[m (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 [92miteration 19/1000 time [yr]: 3.80[m (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 [92miteration 20/1000 time [yr]: 4.00[m (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 [92miteration 21/1000 time [yr]: 4.20[m (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 [92miteration 22/1000 time [yr]: 4.40[m (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 [92miteration 23/1000 time [yr]: 4.60[m (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 [92miteration 24/1000 time [yr]: 4.80[m (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 [92miteration 25/1000 time [yr]: 5.00[m (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 [92miteration 26/1000 time [yr]: 5.20[m (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 [92miteration 27/1000 time [yr]: 5.40[m (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 [92miteration 28/1000 time [yr]: 5.60[m (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 [92miteration 29/1000 time [yr]: 5.80[m (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 [92miteration 30/1000 time [yr]: 6.00[m (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 [92miteration 31/1000 time [yr]: 6.20[m (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 [92miteration 32/1000 time [yr]: 6.40[m (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 [92miteration 33/1000 time [yr]: 6.60[m (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 [92miteration 34/1000 time [yr]: 6.80[m (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 [92miteration 35/1000 time [yr]: 7.00[m (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 [92miteration 36/1000 time [yr]: 7.20[m (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 [92miteration 37/1000 time [yr]: 7.40[m (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 [92miteration 38/1000 time [yr]: 7.60[m (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 [92miteration 39/1000 time [yr]: 7.80[m (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 [92miteration 40/1000 time [yr]: 8.00[m (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 [92miteration 41/1000 time [yr]: 8.20[m (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 [92miteration 42/1000 time [yr]: 8.40[m (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 [92miteration 43/1000 time [yr]: 8.60[m (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 [92miteration 44/1000 time [yr]: 8.80[m (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 [92miteration 45/1000 time [yr]: 9.00[m (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 [92miteration 46/1000 time [yr]: 9.20[m (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 [92miteration 47/1000 time [yr]: 9.40[m (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 [92miteration 48/1000 time [yr]: 9.60[m (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 [92miteration 49/1000 time [yr]: 9.80[m (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 [92miteration 50/1000 time [yr]: 10.00[m (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 [92miteration 51/1000 time [yr]: 10.20[m (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 [92miteration 52/1000 time [yr]: 10.40[m (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 [92miteration 53/1000 time [yr]: 10.60[m (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 [92miteration 54/1000 time [yr]: 10.80[m (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 [92miteration 55/1000 time [yr]: 11.00[m (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 [92miteration 56/1000 time [yr]: 11.20[m (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 [92miteration 57/1000 time [yr]: 11.40[m (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 [92miteration 58/1000 time [yr]: 11.60[m (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 [92miteration 59/1000 time [yr]: 11.80[m (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 [92miteration 60/1000 time [yr]: 12.00[m (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 [92miteration 61/1000 time [yr]: 12.20[m (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 [92miteration 62/1000 time [yr]: 12.40[m (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 [92miteration 63/1000 time [yr]: 12.60[m (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 [92miteration 64/1000 time [yr]: 12.80[m (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 [92miteration 65/1000 time [yr]: 13.00[m (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 [92miteration 66/1000 time [yr]: 13.20[m (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 [92miteration 67/1000 time [yr]: 13.40[m (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 [92miteration 68/1000 time [yr]: 13.60[m (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 [92miteration 69/1000 time [yr]: 13.80[m (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 [92miteration 70/1000 time [yr]: 14.00[m (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 [92miteration 71/1000 time [yr]: 14.20[m (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 [92miteration 72/1000 time [yr]: 14.40[m (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 [92miteration 73/1000 time [yr]: 14.60[m (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 [92miteration 74/1000 time [yr]: 14.80[m (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 [92miteration 75/1000 time [yr]: 15.00[m (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 [92miteration 76/1000 time [yr]: 15.20[m (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 [92miteration 77/1000 time [yr]: 15.40[m (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 [92miteration 78/1000 time [yr]: 15.60[m (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 [92miteration 79/1000 time [yr]: 15.80[m (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 [92miteration 80/1000 time [yr]: 16.00[m (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 [92miteration 81/1000 time [yr]: 16.20[m (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 [92miteration 82/1000 time [yr]: 16.40[m (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 [92miteration 83/1000 time [yr]: 16.60[m (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 [92miteration 84/1000 time [yr]: 16.80[m (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 [92miteration 85/1000 time [yr]: 17.00[m (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 [92miteration 86/1000 time [yr]: 17.20[m (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 [92miteration 87/1000 time [yr]: 17.40[m (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 [92miteration 88/1000 time [yr]: 17.60[m (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 [92miteration 89/1000 time [yr]: 17.80[m (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 [92miteration 90/1000 time [yr]: 18.00[m (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 [92miteration 91/1000 time [yr]: 18.20[m (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 [92miteration 92/1000 time [yr]: 18.40[m (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 [92miteration 93/1000 time [yr]: 18.60[m (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 [92miteration 94/1000 time [yr]: 18.80[m (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 [92miteration 95/1000 time [yr]: 19.00[m (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 [92miteration 96/1000 time [yr]: 19.20[m (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 [92miteration 97/1000 time [yr]: 19.40[m (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 [92miteration 98/1000 time [yr]: 19.60[m (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 [92miteration 99/1000 time [yr]: 19.80[m (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 [92miteration 100/1000 time [yr]: 20.00[m (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 [92miteration 101/1000 time [yr]: 20.20[m (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 [92miteration 102/1000 time [yr]: 20.40[m (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 [92miteration 103/1000 time [yr]: 20.60[m (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 [92miteration 104/1000 time [yr]: 20.80[m (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 [92miteration 105/1000 time [yr]: 21.00[m (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 [92miteration 106/1000 time [yr]: 21.20[m (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 [92miteration 107/1000 time [yr]: 21.40[m (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 [92miteration 108/1000 time [yr]: 21.60[m (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 [92miteration 109/1000 time [yr]: 21.80[m (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 [92miteration 110/1000 time [yr]: 22.00[m (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 [92miteration 111/1000 time [yr]: 22.20[m (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 [92miteration 112/1000 time [yr]: 22.40[m (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 [92miteration 113/1000 time [yr]: 22.60[m (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 [92miteration 114/1000 time [yr]: 22.80[m (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 [92miteration 115/1000 time [yr]: 23.00[m (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 [92miteration 116/1000 time [yr]: 23.20[m (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 [92miteration 117/1000 time [yr]: 23.40[m (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 [92miteration 118/1000 time [yr]: 23.60[m (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 [92miteration 119/1000 time [yr]: 23.80[m (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 [92miteration 120/1000 time [yr]: 24.00[m (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 [92miteration 121/1000 time [yr]: 24.20[m (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 [92miteration 122/1000 time [yr]: 24.40[m (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 [92miteration 123/1000 time [yr]: 24.60[m (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 [92miteration 124/1000 time [yr]: 24.80[m (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 [92miteration 125/1000 time [yr]: 25.00[m (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 [92miteration 126/1000 time [yr]: 25.20[m (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 [92miteration 127/1000 time [yr]: 25.40[m (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 [92miteration 128/1000 time [yr]: 25.60[m (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 [92miteration 129/1000 time [yr]: 25.80[m (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 [92miteration 130/1000 time [yr]: 26.00[m (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 [92miteration 131/1000 time [yr]: 26.20[m (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 [92miteration 132/1000 time [yr]: 26.40[m (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 [92miteration 133/1000 time [yr]: 26.60[m (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 [92miteration 134/1000 time [yr]: 26.80[m (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 [92miteration 135/1000 time [yr]: 27.00[m (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 [92miteration 136/1000 time [yr]: 27.20[m (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 [92miteration 137/1000 time [yr]: 27.40[m (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 [92miteration 138/1000 time [yr]: 27.60[m (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 [92miteration 139/1000 time [yr]: 27.80[m (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 [92miteration 140/1000 time [yr]: 28.00[m (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 [92miteration 141/1000 time [yr]: 28.20[m (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 [92miteration 142/1000 time [yr]: 28.40[m (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 [92miteration 143/1000 time [yr]: 28.60[m (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 [92miteration 144/1000 time [yr]: 28.80[m (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 [92miteration 145/1000 time [yr]: 29.00[m (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 [92miteration 146/1000 time [yr]: 29.20[m (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 [92miteration 147/1000 time [yr]: 29.40[m (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 [92miteration 148/1000 time [yr]: 29.60[m (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 [92miteration 149/1000 time [yr]: 29.80[m (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 [92miteration 150/1000 time [yr]: 30.00[m (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 [92miteration 151/1000 time [yr]: 30.20[m (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 [92miteration 152/1000 time [yr]: 30.40[m (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 [92miteration 153/1000 time [yr]: 30.60[m (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 [92miteration 154/1000 time [yr]: 30.80[m (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 [92miteration 155/1000 time [yr]: 31.00[m (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 [92miteration 156/1000 time [yr]: 31.20[m (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 [92miteration 157/1000 time [yr]: 31.40[m (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 [92miteration 158/1000 time [yr]: 31.60[m (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 [92miteration 159/1000 time [yr]: 31.80[m (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 [92miteration 160/1000 time [yr]: 32.00[m (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 [92miteration 161/1000 time [yr]: 32.20[m (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 [92miteration 162/1000 time [yr]: 32.40[m (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 [92miteration 163/1000 time [yr]: 32.60[m (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 [92miteration 164/1000 time [yr]: 32.80[m (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 [92miteration 165/1000 time [yr]: 33.00[m (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 [92miteration 166/1000 time [yr]: 33.20[m (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 [92miteration 167/1000 time [yr]: 33.40[m (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 [92miteration 168/1000 time [yr]: 33.60[m (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 [92miteration 169/1000 time [yr]: 33.80[m (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 [92miteration 170/1000 time [yr]: 34.00[m (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 [92miteration 171/1000 time [yr]: 34.20[m (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 [92miteration 172/1000 time [yr]: 34.40[m (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 [92miteration 173/1000 time [yr]: 34.60[m (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 [92miteration 174/1000 time [yr]: 34.80[m (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 [92miteration 175/1000 time [yr]: 35.00[m (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 [92miteration 176/1000 time [yr]: 35.20[m (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 [92miteration 177/1000 time [yr]: 35.40[m (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 [92miteration 178/1000 time [yr]: 35.60[m (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 [92miteration 179/1000 time [yr]: 35.80[m (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 [92miteration 180/1000 time [yr]: 36.00[m (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 [92miteration 181/1000 time [yr]: 36.20[m (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 [92miteration 182/1000 time [yr]: 36.40[m (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 [92miteration 183/1000 time [yr]: 36.60[m (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 [92miteration 184/1000 time [yr]: 36.80[m (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 [92miteration 185/1000 time [yr]: 37.00[m (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 [92miteration 186/1000 time [yr]: 37.20[m (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 [92miteration 187/1000 time [yr]: 37.40[m (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 [92miteration 188/1000 time [yr]: 37.60[m (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 [92miteration 189/1000 time [yr]: 37.80[m (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 [92miteration 190/1000 time [yr]: 38.00[m (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 [92miteration 191/1000 time [yr]: 38.20[m (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 [92miteration 192/1000 time [yr]: 38.40[m (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 [92miteration 193/1000 time [yr]: 38.60[m (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 [92miteration 194/1000 time [yr]: 38.80[m (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 [92miteration 195/1000 time [yr]: 39.00[m (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 [92miteration 196/1000 time [yr]: 39.20[m (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 [92miteration 197/1000 time [yr]: 39.40[m (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 [92miteration 198/1000 time [yr]: 39.60[m (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 [92miteration 199/1000 time [yr]: 39.80[m (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 [92miteration 200/1000 time [yr]: 40.00[m (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 [92miteration 201/1000 time [yr]: 40.20[m (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 [92miteration 202/1000 time [yr]: 40.40[m (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 [92miteration 203/1000 time [yr]: 40.60[m (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 [92miteration 204/1000 time [yr]: 40.80[m (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 [92miteration 205/1000 time [yr]: 41.00[m (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 [92miteration 206/1000 time [yr]: 41.20[m (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 [92miteration 207/1000 time [yr]: 41.40[m (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 [92miteration 208/1000 time [yr]: 41.60[m (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 [92miteration 209/1000 time [yr]: 41.80[m (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 [92miteration 210/1000 time [yr]: 42.00[m (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 [92miteration 211/1000 time [yr]: 42.20[m (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 [92miteration 212/1000 time [yr]: 42.40[m (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 [92miteration 213/1000 time [yr]: 42.60[m (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 [92miteration 214/1000 time [yr]: 42.80[m (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 [92miteration 215/1000 time [yr]: 43.00[m (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 [92miteration 216/1000 time [yr]: 43.20[m (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 [92miteration 217/1000 time [yr]: 43.40[m (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 [92miteration 218/1000 time [yr]: 43.60[m (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 [92miteration 219/1000 time [yr]: 43.80[m (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 [92miteration 220/1000 time [yr]: 44.00[m (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 [92miteration 221/1000 time [yr]: 44.20[m (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 [92miteration 222/1000 time [yr]: 44.40[m (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 [92miteration 223/1000 time [yr]: 44.60[m (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 [92miteration 224/1000 time [yr]: 44.80[m (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 [92miteration 225/1000 time [yr]: 45.00[m (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 [92miteration 226/1000 time [yr]: 45.20[m (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 [92miteration 227/1000 time [yr]: 45.40[m (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 [92miteration 228/1000 time [yr]: 45.60[m (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 [92miteration 229/1000 time [yr]: 45.80[m (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 [92miteration 230/1000 time [yr]: 46.00[m (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 [92miteration 231/1000 time [yr]: 46.20[m (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 [92miteration 232/1000 time [yr]: 46.40[m (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 [92miteration 233/1000 time [yr]: 46.60[m (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 [92miteration 234/1000 time [yr]: 46.80[m (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 [92miteration 235/1000 time [yr]: 47.00[m (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 [92miteration 236/1000 time [yr]: 47.20[m (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 [92miteration 237/1000 time [yr]: 47.40[m (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 [92miteration 238/1000 time [yr]: 47.60[m (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 [92miteration 239/1000 time [yr]: 47.80[m (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 [92miteration 240/1000 time [yr]: 48.00[m (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 [92miteration 241/1000 time [yr]: 48.20[m (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 [92miteration 242/1000 time [yr]: 48.40[m (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 [92miteration 243/1000 time [yr]: 48.60[m (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 [92miteration 244/1000 time [yr]: 48.80[m (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 [92miteration 245/1000 time [yr]: 49.00[m (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 [92miteration 246/1000 time [yr]: 49.20[m (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 [92miteration 247/1000 time [yr]: 49.40[m (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 [92miteration 248/1000 time [yr]: 49.60[m (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 [92miteration 249/1000 time [yr]: 49.80[m (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 [92miteration 250/1000 time [yr]: 50.00[m (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 [92miteration 251/1000 time [yr]: 50.20[m (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 [92miteration 252/1000 time [yr]: 50.40[m (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 [92miteration 253/1000 time [yr]: 50.60[m (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 [92miteration 254/1000 time [yr]: 50.80[m (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 [92miteration 255/1000 time [yr]: 51.00[m (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 [92miteration 256/1000 time [yr]: 51.20[m (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 [92miteration 257/1000 time [yr]: 51.40[m (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 [92miteration 258/1000 time [yr]: 51.60[m (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 [92miteration 259/1000 time [yr]: 51.80[m (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 [92miteration 260/1000 time [yr]: 52.00[m (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 [92miteration 261/1000 time [yr]: 52.20[m (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 [92miteration 262/1000 time [yr]: 52.40[m (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 [92miteration 263/1000 time [yr]: 52.60[m (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 [92miteration 264/1000 time [yr]: 52.80[m (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 [92miteration 265/1000 time [yr]: 53.00[m (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 [92miteration 266/1000 time [yr]: 53.20[m (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 [92miteration 267/1000 time [yr]: 53.40[m (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 [92miteration 268/1000 time [yr]: 53.60[m (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 [92miteration 269/1000 time [yr]: 53.80[m (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 [92miteration 270/1000 time [yr]: 54.00[m (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 [92miteration 271/1000 time [yr]: 54.20[m (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 [92miteration 272/1000 time [yr]: 54.40[m (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 [92miteration 273/1000 time [yr]: 54.60[m (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 [92miteration 274/1000 time [yr]: 54.80[m (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 [92miteration 275/1000 time [yr]: 55.00[m (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 [92miteration 276/1000 time [yr]: 55.20[m (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 [92miteration 277/1000 time [yr]: 55.40[m (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 [92miteration 278/1000 time [yr]: 55.60[m (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 [92miteration 279/1000 time [yr]: 55.80[m (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 [92miteration 280/1000 time [yr]: 56.00[m (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 [92miteration 281/1000 time [yr]: 56.20[m (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 [92miteration 282/1000 time [yr]: 56.40[m (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 [92miteration 283/1000 time [yr]: 56.60[m (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 [92miteration 284/1000 time [yr]: 56.80[m (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 [92miteration 285/1000 time [yr]: 57.00[m (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 [92miteration 286/1000 time [yr]: 57.20[m (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 [92miteration 287/1000 time [yr]: 57.40[m (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 [92miteration 288/1000 time [yr]: 57.60[m (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 [92miteration 289/1000 time [yr]: 57.80[m (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 [92miteration 290/1000 time [yr]: 58.00[m (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 [92miteration 291/1000 time [yr]: 58.20[m (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 [92miteration 292/1000 time [yr]: 58.40[m (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 [92miteration 293/1000 time [yr]: 58.60[m (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 [92miteration 294/1000 time [yr]: 58.80[m (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 [92miteration 295/1000 time [yr]: 59.00[m (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 [92miteration 296/1000 time [yr]: 59.20[m (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 [92miteration 297/1000 time [yr]: 59.40[m (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 [92miteration 298/1000 time [yr]: 59.60[m (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 [92miteration 299/1000 time [yr]: 59.80[m (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 [92miteration 300/1000 time [yr]: 60.00[m (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 [92miteration 301/1000 time [yr]: 60.20[m (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 [92miteration 302/1000 time [yr]: 60.40[m (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 [92miteration 303/1000 time [yr]: 60.60[m (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 [92miteration 304/1000 time [yr]: 60.80[m (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 [92miteration 305/1000 time [yr]: 61.00[m (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 [92miteration 306/1000 time [yr]: 61.20[m (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 [92miteration 307/1000 time [yr]: 61.40[m (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 [92miteration 308/1000 time [yr]: 61.60[m (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 [92miteration 309/1000 time [yr]: 61.80[m (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 [92miteration 310/1000 time [yr]: 62.00[m (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 [92miteration 311/1000 time [yr]: 62.20[m (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 [92miteration 312/1000 time [yr]: 62.40[m (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 [92miteration 313/1000 time [yr]: 62.60[m (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 [92miteration 314/1000 time [yr]: 62.80[m (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 [92miteration 315/1000 time [yr]: 63.00[m (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 [92miteration 316/1000 time [yr]: 63.20[m (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 [92miteration 317/1000 time [yr]: 63.40[m (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 [92miteration 318/1000 time [yr]: 63.60[m (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 [92miteration 319/1000 time [yr]: 63.80[m (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 [92miteration 320/1000 time [yr]: 64.00[m (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 [92miteration 321/1000 time [yr]: 64.20[m (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 [92miteration 322/1000 time [yr]: 64.40[m (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 [92miteration 323/1000 time [yr]: 64.60[m (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 [92miteration 324/1000 time [yr]: 64.80[m (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 [92miteration 325/1000 time [yr]: 65.00[m (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 [92miteration 326/1000 time [yr]: 65.20[m (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 [92miteration 327/1000 time [yr]: 65.40[m (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 [92miteration 328/1000 time [yr]: 65.60[m (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 [92miteration 329/1000 time [yr]: 65.80[m (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 [92miteration 330/1000 time [yr]: 66.00[m (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 [92miteration 331/1000 time [yr]: 66.20[m (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 [92miteration 332/1000 time [yr]: 66.40[m (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 [92miteration 333/1000 time [yr]: 66.60[m (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 [92miteration 334/1000 time [yr]: 66.80[m (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 [92miteration 335/1000 time [yr]: 67.00[m (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 [92miteration 336/1000 time [yr]: 67.20[m (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 [92miteration 337/1000 time [yr]: 67.40[m (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 [92miteration 338/1000 time [yr]: 67.60[m (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 [92miteration 339/1000 time [yr]: 67.80[m (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 [92miteration 340/1000 time [yr]: 68.00[m (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 [92miteration 341/1000 time [yr]: 68.20[m (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 [92miteration 342/1000 time [yr]: 68.40[m (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 [92miteration 343/1000 time [yr]: 68.60[m (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 [92miteration 344/1000 time [yr]: 68.80[m (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 [92miteration 345/1000 time [yr]: 69.00[m (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 [92miteration 346/1000 time [yr]: 69.20[m (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 [92miteration 347/1000 time [yr]: 69.40[m (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 [92miteration 348/1000 time [yr]: 69.60[m (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 [92miteration 349/1000 time [yr]: 69.80[m (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 [92miteration 350/1000 time [yr]: 70.00[m (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 [92miteration 351/1000 time [yr]: 70.20[m (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 [92miteration 352/1000 time [yr]: 70.40[m (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 [92miteration 353/1000 time [yr]: 70.60[m (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 [92miteration 354/1000 time [yr]: 70.80[m (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 [92miteration 355/1000 time [yr]: 71.00[m (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 [92miteration 356/1000 time [yr]: 71.20[m (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 [92miteration 357/1000 time [yr]: 71.40[m (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 [92miteration 358/1000 time [yr]: 71.60[m (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 [92miteration 359/1000 time [yr]: 71.80[m (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 [92miteration 360/1000 time [yr]: 72.00[m (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 [92miteration 361/1000 time [yr]: 72.20[m (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 [92miteration 362/1000 time [yr]: 72.40[m (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 [92miteration 363/1000 time [yr]: 72.60[m (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 [92miteration 364/1000 time [yr]: 72.80[m (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 [92miteration 365/1000 time [yr]: 73.00[m (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 [92miteration 366/1000 time [yr]: 73.20[m (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 [92miteration 367/1000 time [yr]: 73.40[m (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 [92miteration 368/1000 time [yr]: 73.60[m (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 [92miteration 369/1000 time [yr]: 73.80[m (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 [92miteration 370/1000 time [yr]: 74.00[m (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 [92miteration 371/1000 time [yr]: 74.20[m (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 [92miteration 372/1000 time [yr]: 74.40[m (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 [92miteration 373/1000 time [yr]: 74.60[m (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 [92miteration 374/1000 time [yr]: 74.80[m (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 [92miteration 375/1000 time [yr]: 75.00[m (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 [92miteration 376/1000 time [yr]: 75.20[m (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 [92miteration 377/1000 time [yr]: 75.40[m (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 [92miteration 378/1000 time [yr]: 75.60[m (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 [92miteration 379/1000 time [yr]: 75.80[m (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 [92miteration 380/1000 time [yr]: 76.00[m (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 [92miteration 381/1000 time [yr]: 76.20[m (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 [92miteration 382/1000 time [yr]: 76.40[m (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 [92miteration 383/1000 time [yr]: 76.60[m (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 [92miteration 384/1000 time [yr]: 76.80[m (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 [92miteration 385/1000 time [yr]: 77.00[m (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 [92miteration 386/1000 time [yr]: 77.20[m (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 [92miteration 387/1000 time [yr]: 77.40[m (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 [92miteration 388/1000 time [yr]: 77.60[m (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 [92miteration 389/1000 time [yr]: 77.80[m (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 [92miteration 390/1000 time [yr]: 78.00[m (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 [92miteration 391/1000 time [yr]: 78.20[m (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 [92miteration 392/1000 time [yr]: 78.40[m (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 [92miteration 393/1000 time [yr]: 78.60[m (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 [92miteration 394/1000 time [yr]: 78.80[m (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 [92miteration 395/1000 time [yr]: 79.00[m (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 [92miteration 396/1000 time [yr]: 79.20[m (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 [92miteration 397/1000 time [yr]: 79.40[m (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 [92miteration 398/1000 time [yr]: 79.60[m (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 [92miteration 399/1000 time [yr]: 79.80[m (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 [92miteration 400/1000 time [yr]: 80.00[m (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 [92miteration 401/1000 time [yr]: 80.20[m (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 [92miteration 402/1000 time [yr]: 80.40[m (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 [92miteration 403/1000 time [yr]: 80.60[m (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 [92miteration 404/1000 time [yr]: 80.80[m (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 [92miteration 405/1000 time [yr]: 81.00[m (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 [92miteration 406/1000 time [yr]: 81.20[m (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 [92miteration 407/1000 time [yr]: 81.40[m (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 [92miteration 408/1000 time [yr]: 81.60[m (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 [92miteration 409/1000 time [yr]: 81.80[m (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 [92miteration 410/1000 time [yr]: 82.00[m (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 [92miteration 411/1000 time [yr]: 82.20[m (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 [92miteration 412/1000 time [yr]: 82.40[m (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 [92miteration 413/1000 time [yr]: 82.60[m (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 [92miteration 414/1000 time [yr]: 82.80[m (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 [92miteration 415/1000 time [yr]: 83.00[m (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 [92miteration 416/1000 time [yr]: 83.20[m (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 [92miteration 417/1000 time [yr]: 83.40[m (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 [92miteration 418/1000 time [yr]: 83.60[m (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 [92miteration 419/1000 time [yr]: 83.80[m (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 [92miteration 420/1000 time [yr]: 84.00[m (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 [92miteration 421/1000 time [yr]: 84.20[m (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 [92miteration 422/1000 time [yr]: 84.40[m (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 [92miteration 423/1000 time [yr]: 84.60[m (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 [92miteration 424/1000 time [yr]: 84.80[m (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 [92miteration 425/1000 time [yr]: 85.00[m (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 [92miteration 426/1000 time [yr]: 85.20[m (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 [92miteration 427/1000 time [yr]: 85.40[m (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 [92miteration 428/1000 time [yr]: 85.60[m (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 [92miteration 429/1000 time [yr]: 85.80[m (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 [92miteration 430/1000 time [yr]: 86.00[m (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 [92miteration 431/1000 time [yr]: 86.20[m (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 [92miteration 432/1000 time [yr]: 86.40[m (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 [92miteration 433/1000 time [yr]: 86.60[m (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 [92miteration 434/1000 time [yr]: 86.80[m (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 [92miteration 435/1000 time [yr]: 87.00[m (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 [92miteration 436/1000 time [yr]: 87.20[m (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 [92miteration 437/1000 time [yr]: 87.40[m (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 [92miteration 438/1000 time [yr]: 87.60[m (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 [92miteration 439/1000 time [yr]: 87.80[m (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 [92miteration 440/1000 time [yr]: 88.00[m (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 [92miteration 441/1000 time [yr]: 88.20[m (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 [92miteration 442/1000 time [yr]: 88.40[m (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 [92miteration 443/1000 time [yr]: 88.60[m (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 [92miteration 444/1000 time [yr]: 88.80[m (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 [92miteration 445/1000 time [yr]: 89.00[m (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 [92miteration 446/1000 time [yr]: 89.20[m (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 [92miteration 447/1000 time [yr]: 89.40[m (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 [92miteration 448/1000 time [yr]: 89.60[m (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 [92miteration 449/1000 time [yr]: 89.80[m (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 [92miteration 450/1000 time [yr]: 90.00[m (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 [92miteration 451/1000 time [yr]: 90.20[m (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 [92miteration 452/1000 time [yr]: 90.40[m (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 [92miteration 453/1000 time [yr]: 90.60[m (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 [92miteration 454/1000 time [yr]: 90.80[m (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 [92miteration 455/1000 time [yr]: 91.00[m (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 [92miteration 456/1000 time [yr]: 91.20[m (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 [92miteration 457/1000 time [yr]: 91.40[m (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 [92miteration 458/1000 time [yr]: 91.60[m (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 [92miteration 459/1000 time [yr]: 91.80[m (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 [92miteration 460/1000 time [yr]: 92.00[m (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 [92miteration 461/1000 time [yr]: 92.20[m (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 [92miteration 462/1000 time [yr]: 92.40[m (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 [92miteration 463/1000 time [yr]: 92.60[m (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 [92miteration 464/1000 time [yr]: 92.80[m (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 [92miteration 465/1000 time [yr]: 93.00[m (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 [92miteration 466/1000 time [yr]: 93.20[m (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 [92miteration 467/1000 time [yr]: 93.40[m (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 [92miteration 468/1000 time [yr]: 93.60[m (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 [92miteration 469/1000 time [yr]: 93.80[m (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 [92miteration 470/1000 time [yr]: 94.00[m (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 [92miteration 471/1000 time [yr]: 94.20[m (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 [92miteration 472/1000 time [yr]: 94.40[m (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 [92miteration 473/1000 time [yr]: 94.60[m (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 [92miteration 474/1000 time [yr]: 94.80[m (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 [92miteration 475/1000 time [yr]: 95.00[m (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 [92miteration 476/1000 time [yr]: 95.20[m (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 [92miteration 477/1000 time [yr]: 95.40[m (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 [92miteration 478/1000 time [yr]: 95.60[m (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 [92miteration 479/1000 time [yr]: 95.80[m (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 [92miteration 480/1000 time [yr]: 96.00[m (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 [92miteration 481/1000 time [yr]: 96.20[m (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 [92miteration 482/1000 time [yr]: 96.40[m (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 [92miteration 483/1000 time [yr]: 96.60[m (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 [92miteration 484/1000 time [yr]: 96.80[m (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 [92miteration 485/1000 time [yr]: 97.00[m (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 [92miteration 486/1000 time [yr]: 97.20[m (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 [92miteration 487/1000 time [yr]: 97.40[m (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 [92miteration 488/1000 time [yr]: 97.60[m (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 [92miteration 489/1000 time [yr]: 97.80[m (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 [92miteration 490/1000 time [yr]: 98.00[m (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 [92miteration 491/1000 time [yr]: 98.20[m (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 [92miteration 492/1000 time [yr]: 98.40[m (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 [92miteration 493/1000 time [yr]: 98.60[m (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 [92miteration 494/1000 time [yr]: 98.80[m (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 [92miteration 495/1000 time [yr]: 99.00[m (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 [92miteration 496/1000 time [yr]: 99.20[m (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 [92miteration 497/1000 time [yr]: 99.40[m (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 [92miteration 498/1000 time [yr]: 99.60[m (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 [92miteration 499/1000 time [yr]: 99.80[m (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 [92miteration 500/1000 time [yr]: 100.00[m (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 [92miteration 501/1000 time [yr]: 100.20[m (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 [92miteration 502/1000 time [yr]: 100.40[m (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 [92miteration 503/1000 time [yr]: 100.60[m (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 [92miteration 504/1000 time [yr]: 100.80[m (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 [92miteration 505/1000 time [yr]: 101.00[m (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 [92miteration 506/1000 time [yr]: 101.20[m (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 [92miteration 507/1000 time [yr]: 101.40[m (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 [92miteration 508/1000 time [yr]: 101.60[m (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 [92miteration 509/1000 time [yr]: 101.80[m (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 [92miteration 510/1000 time [yr]: 102.00[m (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 [92miteration 511/1000 time [yr]: 102.20[m (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 [92miteration 512/1000 time [yr]: 102.40[m (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 [92miteration 513/1000 time [yr]: 102.60[m (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 [92miteration 514/1000 time [yr]: 102.80[m (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 [92miteration 515/1000 time [yr]: 103.00[m (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 [92miteration 516/1000 time [yr]: 103.20[m (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 [92miteration 517/1000 time [yr]: 103.40[m (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 [92miteration 518/1000 time [yr]: 103.60[m (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 [92miteration 519/1000 time [yr]: 103.80[m (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 [92miteration 520/1000 time [yr]: 104.00[m (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 [92miteration 521/1000 time [yr]: 104.20[m (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 [92miteration 522/1000 time [yr]: 104.40[m (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 [92miteration 523/1000 time [yr]: 104.60[m (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 [92miteration 524/1000 time [yr]: 104.80[m (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 [92miteration 525/1000 time [yr]: 105.00[m (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 [92miteration 526/1000 time [yr]: 105.20[m (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 [92miteration 527/1000 time [yr]: 105.40[m (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 [92miteration 528/1000 time [yr]: 105.60[m (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 [92miteration 529/1000 time [yr]: 105.80[m (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 [92miteration 530/1000 time [yr]: 106.00[m (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 [92miteration 531/1000 time [yr]: 106.20[m (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 [92miteration 532/1000 time [yr]: 106.40[m (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 [92miteration 533/1000 time [yr]: 106.60[m (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 [92miteration 534/1000 time [yr]: 106.80[m (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 [92miteration 535/1000 time [yr]: 107.00[m (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 [92miteration 536/1000 time [yr]: 107.20[m (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 [92miteration 537/1000 time [yr]: 107.40[m (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 [92miteration 538/1000 time [yr]: 107.60[m (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 [92miteration 539/1000 time [yr]: 107.80[m (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 [92miteration 540/1000 time [yr]: 108.00[m (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 [92miteration 541/1000 time [yr]: 108.20[m (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 [92miteration 542/1000 time [yr]: 108.40[m (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 [92miteration 543/1000 time [yr]: 108.60[m (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 [92miteration 544/1000 time [yr]: 108.80[m (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 [92miteration 545/1000 time [yr]: 109.00[m (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 [92miteration 546/1000 time [yr]: 109.20[m (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 [92miteration 547/1000 time [yr]: 109.40[m (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 [92miteration 548/1000 time [yr]: 109.60[m (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 [92miteration 549/1000 time [yr]: 109.80[m (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 [92miteration 550/1000 time [yr]: 110.00[m (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 [92miteration 551/1000 time [yr]: 110.20[m (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 [92miteration 552/1000 time [yr]: 110.40[m (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 [92miteration 553/1000 time [yr]: 110.60[m (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 [92miteration 554/1000 time [yr]: 110.80[m (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 [92miteration 555/1000 time [yr]: 111.00[m (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 [92miteration 556/1000 time [yr]: 111.20[m (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 [92miteration 557/1000 time [yr]: 111.40[m (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 [92miteration 558/1000 time [yr]: 111.60[m (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 [92miteration 559/1000 time [yr]: 111.80[m (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 [92miteration 560/1000 time [yr]: 112.00[m (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 [92miteration 561/1000 time [yr]: 112.20[m (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 [92miteration 562/1000 time [yr]: 112.40[m (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 [92miteration 563/1000 time [yr]: 112.60[m (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 [92miteration 564/1000 time [yr]: 112.80[m (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 [92miteration 565/1000 time [yr]: 113.00[m (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 [92miteration 566/1000 time [yr]: 113.20[m (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 [92miteration 567/1000 time [yr]: 113.40[m (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 [92miteration 568/1000 time [yr]: 113.60[m (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 [92miteration 569/1000 time [yr]: 113.80[m (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 [92miteration 570/1000 time [yr]: 114.00[m (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 [92miteration 571/1000 time [yr]: 114.20[m (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 [92miteration 572/1000 time [yr]: 114.40[m (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 [92miteration 573/1000 time [yr]: 114.60[m (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 [92miteration 574/1000 time [yr]: 114.80[m (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 [92miteration 575/1000 time [yr]: 115.00[m (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 [92miteration 576/1000 time [yr]: 115.20[m (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 [92miteration 577/1000 time [yr]: 115.40[m (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 [92miteration 578/1000 time [yr]: 115.60[m (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 [92miteration 579/1000 time [yr]: 115.80[m (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 [92miteration 580/1000 time [yr]: 116.00[m (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 [92miteration 581/1000 time [yr]: 116.20[m (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 [92miteration 582/1000 time [yr]: 116.40[m (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 [92miteration 583/1000 time [yr]: 116.60[m (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 [92miteration 584/1000 time [yr]: 116.80[m (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 [92miteration 585/1000 time [yr]: 117.00[m (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 [92miteration 586/1000 time [yr]: 117.20[m (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 [92miteration 587/1000 time [yr]: 117.40[m (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 [92miteration 588/1000 time [yr]: 117.60[m (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 [92miteration 589/1000 time [yr]: 117.80[m (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 [92miteration 590/1000 time [yr]: 118.00[m (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 [92miteration 591/1000 time [yr]: 118.20[m (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 [92miteration 592/1000 time [yr]: 118.40[m (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 [92miteration 593/1000 time [yr]: 118.60[m (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 [92miteration 594/1000 time [yr]: 118.80[m (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 [92miteration 595/1000 time [yr]: 119.00[m (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 [92miteration 596/1000 time [yr]: 119.20[m (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 [92miteration 597/1000 time [yr]: 119.40[m (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 [92miteration 598/1000 time [yr]: 119.60[m (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 [92miteration 599/1000 time [yr]: 119.80[m (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 [92miteration 600/1000 time [yr]: 120.00[m (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 [92miteration 601/1000 time [yr]: 120.20[m (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 [92miteration 602/1000 time [yr]: 120.40[m (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 [92miteration 603/1000 time [yr]: 120.60[m (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 [92miteration 604/1000 time [yr]: 120.80[m (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 [92miteration 605/1000 time [yr]: 121.00[m (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 [92miteration 606/1000 time [yr]: 121.20[m (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 [92miteration 607/1000 time [yr]: 121.40[m (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 [92miteration 608/1000 time [yr]: 121.60[m (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 [92miteration 609/1000 time [yr]: 121.80[m (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 [92miteration 610/1000 time [yr]: 122.00[m (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 [92miteration 611/1000 time [yr]: 122.20[m (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 [92miteration 612/1000 time [yr]: 122.40[m (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 [92miteration 613/1000 time [yr]: 122.60[m (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 [92miteration 614/1000 time [yr]: 122.80[m (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 [92miteration 615/1000 time [yr]: 123.00[m (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 [92miteration 616/1000 time [yr]: 123.20[m (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 [92miteration 617/1000 time [yr]: 123.40[m (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 [92miteration 618/1000 time [yr]: 123.60[m (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 [92miteration 619/1000 time [yr]: 123.80[m (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 [92miteration 620/1000 time [yr]: 124.00[m (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 [92miteration 621/1000 time [yr]: 124.20[m (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 [92miteration 622/1000 time [yr]: 124.40[m (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 [92miteration 623/1000 time [yr]: 124.60[m (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 [92miteration 624/1000 time [yr]: 124.80[m (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 [92miteration 625/1000 time [yr]: 125.00[m (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 [92miteration 626/1000 time [yr]: 125.20[m (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 [92miteration 627/1000 time [yr]: 125.40[m (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 [92miteration 628/1000 time [yr]: 125.60[m (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 [92miteration 629/1000 time [yr]: 125.80[m (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 [92miteration 630/1000 time [yr]: 126.00[m (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 [92miteration 631/1000 time [yr]: 126.20[m (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 [92miteration 632/1000 time [yr]: 126.40[m (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 [92miteration 633/1000 time [yr]: 126.60[m (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 [92miteration 634/1000 time [yr]: 126.80[m (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 [92miteration 635/1000 time [yr]: 127.00[m (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 [92miteration 636/1000 time [yr]: 127.20[m (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 [92miteration 637/1000 time [yr]: 127.40[m (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 [92miteration 638/1000 time [yr]: 127.60[m (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 [92miteration 639/1000 time [yr]: 127.80[m (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 [92miteration 640/1000 time [yr]: 128.00[m (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 [92miteration 641/1000 time [yr]: 128.20[m (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 [92miteration 642/1000 time [yr]: 128.40[m (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 [92miteration 643/1000 time [yr]: 128.60[m (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 [92miteration 644/1000 time [yr]: 128.80[m (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 [92miteration 645/1000 time [yr]: 129.00[m (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 [92miteration 646/1000 time [yr]: 129.20[m (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 [92miteration 647/1000 time [yr]: 129.40[m (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 [92miteration 648/1000 time [yr]: 129.60[m (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 [92miteration 649/1000 time [yr]: 129.80[m (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 [92miteration 650/1000 time [yr]: 130.00[m (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 [92miteration 651/1000 time [yr]: 130.20[m (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 [92miteration 652/1000 time [yr]: 130.40[m (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 [92miteration 653/1000 time [yr]: 130.60[m (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 [92miteration 654/1000 time [yr]: 130.80[m (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 [92miteration 655/1000 time [yr]: 131.00[m (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 [92miteration 656/1000 time [yr]: 131.20[m (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 [92miteration 657/1000 time [yr]: 131.40[m (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 [92miteration 658/1000 time [yr]: 131.60[m (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 [92miteration 659/1000 time [yr]: 131.80[m (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 [92miteration 660/1000 time [yr]: 132.00[m (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 [92miteration 661/1000 time [yr]: 132.20[m (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 [92miteration 662/1000 time [yr]: 132.40[m (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 [92miteration 663/1000 time [yr]: 132.60[m (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 [92miteration 664/1000 time [yr]: 132.80[m (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 [92miteration 665/1000 time [yr]: 133.00[m (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 [92miteration 666/1000 time [yr]: 133.20[m (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 [92miteration 667/1000 time [yr]: 133.40[m (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 [92miteration 668/1000 time [yr]: 133.60[m (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 [92miteration 669/1000 time [yr]: 133.80[m (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 [92miteration 670/1000 time [yr]: 134.00[m (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 [92miteration 671/1000 time [yr]: 134.20[m (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 [92miteration 672/1000 time [yr]: 134.40[m (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 [92miteration 673/1000 time [yr]: 134.60[m (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 [92miteration 674/1000 time [yr]: 134.80[m (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 [92miteration 675/1000 time [yr]: 135.00[m (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 [92miteration 676/1000 time [yr]: 135.20[m (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 [92miteration 677/1000 time [yr]: 135.40[m (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 [92miteration 678/1000 time [yr]: 135.60[m (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 [92miteration 679/1000 time [yr]: 135.80[m (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 [92miteration 680/1000 time [yr]: 136.00[m (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 [92miteration 681/1000 time [yr]: 136.20[m (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 [92miteration 682/1000 time [yr]: 136.40[m (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 [92miteration 683/1000 time [yr]: 136.60[m (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 [92miteration 684/1000 time [yr]: 136.80[m (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 [92miteration 685/1000 time [yr]: 137.00[m (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 [92miteration 686/1000 time [yr]: 137.20[m (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 [92miteration 687/1000 time [yr]: 137.40[m (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 [92miteration 688/1000 time [yr]: 137.60[m (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 [92miteration 689/1000 time [yr]: 137.80[m (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 [92miteration 690/1000 time [yr]: 138.00[m (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 [92miteration 691/1000 time [yr]: 138.20[m (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 [92miteration 692/1000 time [yr]: 138.40[m (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 [92miteration 693/1000 time [yr]: 138.60[m (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 [92miteration 694/1000 time [yr]: 138.80[m (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 [92miteration 695/1000 time [yr]: 139.00[m (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 [92miteration 696/1000 time [yr]: 139.20[m (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 [92miteration 697/1000 time [yr]: 139.40[m (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 [92miteration 698/1000 time [yr]: 139.60[m (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 [92miteration 699/1000 time [yr]: 139.80[m (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 [92miteration 700/1000 time [yr]: 140.00[m (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 [92miteration 701/1000 time [yr]: 140.20[m (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 [92miteration 702/1000 time [yr]: 140.40[m (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 [92miteration 703/1000 time [yr]: 140.60[m (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 [92miteration 704/1000 time [yr]: 140.80[m (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 [92miteration 705/1000 time [yr]: 141.00[m (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 [92miteration 706/1000 time [yr]: 141.20[m (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 [92miteration 707/1000 time [yr]: 141.40[m (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 [92miteration 708/1000 time [yr]: 141.60[m (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 [92miteration 709/1000 time [yr]: 141.80[m (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 [92miteration 710/1000 time [yr]: 142.00[m (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 [92miteration 711/1000 time [yr]: 142.20[m (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 [92miteration 712/1000 time [yr]: 142.40[m (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 [92miteration 713/1000 time [yr]: 142.60[m (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 [92miteration 714/1000 time [yr]: 142.80[m (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 [92miteration 715/1000 time [yr]: 143.00[m (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 [92miteration 716/1000 time [yr]: 143.20[m (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 [92miteration 717/1000 time [yr]: 143.40[m (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 [92miteration 718/1000 time [yr]: 143.60[m (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 [92miteration 719/1000 time [yr]: 143.80[m (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 [92miteration 720/1000 time [yr]: 144.00[m (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 [92miteration 721/1000 time [yr]: 144.20[m (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 [92miteration 722/1000 time [yr]: 144.40[m (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 [92miteration 723/1000 time [yr]: 144.60[m (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 [92miteration 724/1000 time [yr]: 144.80[m (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 [92miteration 725/1000 time [yr]: 145.00[m (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 [92miteration 726/1000 time [yr]: 145.20[m (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 [92miteration 727/1000 time [yr]: 145.40[m (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 [92miteration 728/1000 time [yr]: 145.60[m (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 [92miteration 729/1000 time [yr]: 145.80[m (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 [92miteration 730/1000 time [yr]: 146.00[m (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 [92miteration 731/1000 time [yr]: 146.20[m (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 [92miteration 732/1000 time [yr]: 146.40[m (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 [92miteration 733/1000 time [yr]: 146.60[m (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 [92miteration 734/1000 time [yr]: 146.80[m (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 [92miteration 735/1000 time [yr]: 147.00[m (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 [92miteration 736/1000 time [yr]: 147.20[m (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 [92miteration 737/1000 time [yr]: 147.40[m (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 [92miteration 738/1000 time [yr]: 147.60[m (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 [92miteration 739/1000 time [yr]: 147.80[m (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 [92miteration 740/1000 time [yr]: 148.00[m (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 [92miteration 741/1000 time [yr]: 148.20[m (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 [92miteration 742/1000 time [yr]: 148.40[m (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 [92miteration 743/1000 time [yr]: 148.60[m (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 [92miteration 744/1000 time [yr]: 148.80[m (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 [92miteration 745/1000 time [yr]: 149.00[m (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 [92miteration 746/1000 time [yr]: 149.20[m (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 [92miteration 747/1000 time [yr]: 149.40[m (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 [92miteration 748/1000 time [yr]: 149.60[m (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 [92miteration 749/1000 time [yr]: 149.80[m (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 [92miteration 750/1000 time [yr]: 150.00[m (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 [92miteration 751/1000 time [yr]: 150.20[m (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 [92miteration 752/1000 time [yr]: 150.40[m (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 [92miteration 753/1000 time [yr]: 150.60[m (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 [92miteration 754/1000 time [yr]: 150.80[m (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 [92miteration 755/1000 time [yr]: 151.00[m (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 [92miteration 756/1000 time [yr]: 151.20[m (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 [92miteration 757/1000 time [yr]: 151.40[m (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 [92miteration 758/1000 time [yr]: 151.60[m (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 [92miteration 759/1000 time [yr]: 151.80[m (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 [92miteration 760/1000 time [yr]: 152.00[m (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 [92miteration 761/1000 time [yr]: 152.20[m (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 [92miteration 762/1000 time [yr]: 152.40[m (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 [92miteration 763/1000 time [yr]: 152.60[m (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 [92miteration 764/1000 time [yr]: 152.80[m (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 [92miteration 765/1000 time [yr]: 153.00[m (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 [92miteration 766/1000 time [yr]: 153.20[m (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 [92miteration 767/1000 time [yr]: 153.40[m (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 [92miteration 768/1000 time [yr]: 153.60[m (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 [92miteration 769/1000 time [yr]: 153.80[m (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 [92miteration 770/1000 time [yr]: 154.00[m (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 [92miteration 771/1000 time [yr]: 154.20[m (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 [92miteration 772/1000 time [yr]: 154.40[m (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 [92miteration 773/1000 time [yr]: 154.60[m (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 [92miteration 774/1000 time [yr]: 154.80[m (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 [92miteration 775/1000 time [yr]: 155.00[m (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 [92miteration 776/1000 time [yr]: 155.20[m (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 [92miteration 777/1000 time [yr]: 155.40[m (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 [92miteration 778/1000 time [yr]: 155.60[m (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 [92miteration 779/1000 time [yr]: 155.80[m (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 [92miteration 780/1000 time [yr]: 156.00[m (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 [92miteration 781/1000 time [yr]: 156.20[m (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 [92miteration 782/1000 time [yr]: 156.40[m (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 [92miteration 783/1000 time [yr]: 156.60[m (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 [92miteration 784/1000 time [yr]: 156.80[m (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 [92miteration 785/1000 time [yr]: 157.00[m (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 [92miteration 786/1000 time [yr]: 157.20[m (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 [92miteration 787/1000 time [yr]: 157.40[m (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 [92miteration 788/1000 time [yr]: 157.60[m (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 [92miteration 789/1000 time [yr]: 157.80[m (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 [92miteration 790/1000 time [yr]: 158.00[m (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 [92miteration 791/1000 time [yr]: 158.20[m (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 [92miteration 792/1000 time [yr]: 158.40[m (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 [92miteration 793/1000 time [yr]: 158.60[m (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 [92miteration 794/1000 time [yr]: 158.80[m (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 [92miteration 795/1000 time [yr]: 159.00[m (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 [92miteration 796/1000 time [yr]: 159.20[m (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 [92miteration 797/1000 time [yr]: 159.40[m (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 [92miteration 798/1000 time [yr]: 159.60[m (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 [92miteration 799/1000 time [yr]: 159.80[m (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 [92miteration 800/1000 time [yr]: 160.00[m (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 [92miteration 801/1000 time [yr]: 160.20[m (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 [92miteration 802/1000 time [yr]: 160.40[m (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 [92miteration 803/1000 time [yr]: 160.60[m (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 [92miteration 804/1000 time [yr]: 160.80[m (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 [92miteration 805/1000 time [yr]: 161.00[m (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 [92miteration 806/1000 time [yr]: 161.20[m (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 [92miteration 807/1000 time [yr]: 161.40[m (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 [92miteration 808/1000 time [yr]: 161.60[m (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 [92miteration 809/1000 time [yr]: 161.80[m (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 [92miteration 810/1000 time [yr]: 162.00[m (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 [92miteration 811/1000 time [yr]: 162.20[m (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 [92miteration 812/1000 time [yr]: 162.40[m (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 [92miteration 813/1000 time [yr]: 162.60[m (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 [92miteration 814/1000 time [yr]: 162.80[m (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 [92miteration 815/1000 time [yr]: 163.00[m (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 [92miteration 816/1000 time [yr]: 163.20[m (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 [92miteration 817/1000 time [yr]: 163.40[m (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 [92miteration 818/1000 time [yr]: 163.60[m (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 [92miteration 819/1000 time [yr]: 163.80[m (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 [92miteration 820/1000 time [yr]: 164.00[m (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 [92miteration 821/1000 time [yr]: 164.20[m (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 [92miteration 822/1000 time [yr]: 164.40[m (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 [92miteration 823/1000 time [yr]: 164.60[m (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 [92miteration 824/1000 time [yr]: 164.80[m (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 [92miteration 825/1000 time [yr]: 165.00[m (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 [92miteration 826/1000 time [yr]: 165.20[m (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 [92miteration 827/1000 time [yr]: 165.40[m (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 [92miteration 828/1000 time [yr]: 165.60[m (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 [92miteration 829/1000 time [yr]: 165.80[m (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 [92miteration 830/1000 time [yr]: 166.00[m (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 [92miteration 831/1000 time [yr]: 166.20[m (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 [92miteration 832/1000 time [yr]: 166.40[m (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 [92miteration 833/1000 time [yr]: 166.60[m (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 [92miteration 834/1000 time [yr]: 166.80[m (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 [92miteration 835/1000 time [yr]: 167.00[m (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 [92miteration 836/1000 time [yr]: 167.20[m (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 [92miteration 837/1000 time [yr]: 167.40[m (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 [92miteration 838/1000 time [yr]: 167.60[m (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 [92miteration 839/1000 time [yr]: 167.80[m (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 [92miteration 840/1000 time [yr]: 168.00[m (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 [92miteration 841/1000 time [yr]: 168.20[m (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 [92miteration 842/1000 time [yr]: 168.40[m (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 [92miteration 843/1000 time [yr]: 168.60[m (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 [92miteration 844/1000 time [yr]: 168.80[m (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 [92miteration 845/1000 time [yr]: 169.00[m (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 [92miteration 846/1000 time [yr]: 169.20[m (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 [92miteration 847/1000 time [yr]: 169.40[m (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 [92miteration 848/1000 time [yr]: 169.60[m (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 [92miteration 849/1000 time [yr]: 169.80[m (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 [92miteration 850/1000 time [yr]: 170.00[m (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 [92miteration 851/1000 time [yr]: 170.20[m (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 [92miteration 852/1000 time [yr]: 170.40[m (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 [92miteration 853/1000 time [yr]: 170.60[m (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 [92miteration 854/1000 time [yr]: 170.80[m (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 [92miteration 855/1000 time [yr]: 171.00[m (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 [92miteration 856/1000 time [yr]: 171.20[m (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 [92miteration 857/1000 time [yr]: 171.40[m (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 [92miteration 858/1000 time [yr]: 171.60[m (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 [92miteration 859/1000 time [yr]: 171.80[m (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 [92miteration 860/1000 time [yr]: 172.00[m (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 [92miteration 861/1000 time [yr]: 172.20[m (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 [92miteration 862/1000 time [yr]: 172.40[m (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 [92miteration 863/1000 time [yr]: 172.60[m (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 [92miteration 864/1000 time [yr]: 172.80[m (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 [92miteration 865/1000 time [yr]: 173.00[m (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 [92miteration 866/1000 time [yr]: 173.20[m (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 [92miteration 867/1000 time [yr]: 173.40[m (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 [92miteration 868/1000 time [yr]: 173.60[m (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 [92miteration 869/1000 time [yr]: 173.80[m (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 [92miteration 870/1000 time [yr]: 174.00[m (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 [92miteration 871/1000 time [yr]: 174.20[m (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 [92miteration 872/1000 time [yr]: 174.40[m (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 [92miteration 873/1000 time [yr]: 174.60[m (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 [92miteration 874/1000 time [yr]: 174.80[m (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 [92miteration 875/1000 time [yr]: 175.00[m (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 [92miteration 876/1000 time [yr]: 175.20[m (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 [92miteration 877/1000 time [yr]: 175.40[m (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 [92miteration 878/1000 time [yr]: 175.60[m (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 [92miteration 879/1000 time [yr]: 175.80[m (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 [92miteration 880/1000 time [yr]: 176.00[m (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 [92miteration 881/1000 time [yr]: 176.20[m (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 [92miteration 882/1000 time [yr]: 176.40[m (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 [92miteration 883/1000 time [yr]: 176.60[m (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 [92miteration 884/1000 time [yr]: 176.80[m (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 [92miteration 885/1000 time [yr]: 177.00[m (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 [92miteration 886/1000 time [yr]: 177.20[m (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 [92miteration 887/1000 time [yr]: 177.40[m (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 [92miteration 888/1000 time [yr]: 177.60[m (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 [92miteration 889/1000 time [yr]: 177.80[m (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 [92miteration 890/1000 time [yr]: 178.00[m (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 [92miteration 891/1000 time [yr]: 178.20[m (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 [92miteration 892/1000 time [yr]: 178.40[m (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 [92miteration 893/1000 time [yr]: 178.60[m (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 [92miteration 894/1000 time [yr]: 178.80[m (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 [92miteration 895/1000 time [yr]: 179.00[m (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 [92miteration 896/1000 time [yr]: 179.20[m (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 [92miteration 897/1000 time [yr]: 179.40[m (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 [92miteration 898/1000 time [yr]: 179.60[m (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 [92miteration 899/1000 time [yr]: 179.80[m (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 [92miteration 900/1000 time [yr]: 180.00[m (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 [92miteration 901/1000 time [yr]: 180.20[m (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 [92miteration 902/1000 time [yr]: 180.40[m (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 [92miteration 903/1000 time [yr]: 180.60[m (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 [92miteration 904/1000 time [yr]: 180.80[m (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 [92miteration 905/1000 time [yr]: 181.00[m (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 [92miteration 906/1000 time [yr]: 181.20[m (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 [92miteration 907/1000 time [yr]: 181.40[m (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 [92miteration 908/1000 time [yr]: 181.60[m (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 [92miteration 909/1000 time [yr]: 181.80[m (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 [92miteration 910/1000 time [yr]: 182.00[m (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 [92miteration 911/1000 time [yr]: 182.20[m (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 [92miteration 912/1000 time [yr]: 182.40[m (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 [92miteration 913/1000 time [yr]: 182.60[m (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 [92miteration 914/1000 time [yr]: 182.80[m (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 [92miteration 915/1000 time [yr]: 183.00[m (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 [92miteration 916/1000 time [yr]: 183.20[m (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 [92miteration 917/1000 time [yr]: 183.40[m (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 [92miteration 918/1000 time [yr]: 183.60[m (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 [92miteration 919/1000 time [yr]: 183.80[m (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 [92miteration 920/1000 time [yr]: 184.00[m (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 [92miteration 921/1000 time [yr]: 184.20[m (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 [92miteration 922/1000 time [yr]: 184.40[m (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 [92miteration 923/1000 time [yr]: 184.60[m (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 [92miteration 924/1000 time [yr]: 184.80[m (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 [92miteration 925/1000 time [yr]: 185.00[m (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 [92miteration 926/1000 time [yr]: 185.20[m (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 [92miteration 927/1000 time [yr]: 185.40[m (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 [92miteration 928/1000 time [yr]: 185.60[m (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 [92miteration 929/1000 time [yr]: 185.80[m (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 [92miteration 930/1000 time [yr]: 186.00[m (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 [92miteration 931/1000 time [yr]: 186.20[m (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 [92miteration 932/1000 time [yr]: 186.40[m (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 [92miteration 933/1000 time [yr]: 186.60[m (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 [92miteration 934/1000 time [yr]: 186.80[m (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 [92miteration 935/1000 time [yr]: 187.00[m (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 [92miteration 936/1000 time [yr]: 187.20[m (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 [92miteration 937/1000 time [yr]: 187.40[m (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 [92miteration 938/1000 time [yr]: 187.60[m (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 [92miteration 939/1000 time [yr]: 187.80[m (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 [92miteration 940/1000 time [yr]: 188.00[m (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 [92miteration 941/1000 time [yr]: 188.20[m (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 [92miteration 942/1000 time [yr]: 188.40[m (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 [92miteration 943/1000 time [yr]: 188.60[m (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 [92miteration 944/1000 time [yr]: 188.80[m (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 [92miteration 945/1000 time [yr]: 189.00[m (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 [92miteration 946/1000 time [yr]: 189.20[m (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 [92miteration 947/1000 time [yr]: 189.40[m (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 [92miteration 948/1000 time [yr]: 189.60[m (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 [92miteration 949/1000 time [yr]: 189.80[m (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 [92miteration 950/1000 time [yr]: 190.00[m (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 [92miteration 951/1000 time [yr]: 190.20[m (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 [92miteration 952/1000 time [yr]: 190.40[m (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 [92miteration 953/1000 time [yr]: 190.60[m (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 [92miteration 954/1000 time [yr]: 190.80[m (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 [92miteration 955/1000 time [yr]: 191.00[m (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 [92miteration 956/1000 time [yr]: 191.20[m (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 [92miteration 957/1000 time [yr]: 191.40[m (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 [92miteration 958/1000 time [yr]: 191.60[m (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 [92miteration 959/1000 time [yr]: 191.80[m (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 [92miteration 960/1000 time [yr]: 192.00[m (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 [92miteration 961/1000 time [yr]: 192.20[m (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 [92miteration 962/1000 time [yr]: 192.40[m (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 [92miteration 963/1000 time [yr]: 192.60[m (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 [92miteration 964/1000 time [yr]: 192.80[m (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 [92miteration 965/1000 time [yr]: 193.00[m (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 [92miteration 966/1000 time [yr]: 193.20[m (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 [92miteration 967/1000 time [yr]: 193.40[m (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 [92miteration 968/1000 time [yr]: 193.60[m (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 [92miteration 969/1000 time [yr]: 193.80[m (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 [92miteration 970/1000 time [yr]: 194.00[m (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 [92miteration 971/1000 time [yr]: 194.20[m (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 [92miteration 972/1000 time [yr]: 194.40[m (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 [92miteration 973/1000 time [yr]: 194.60[m (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 [92miteration 974/1000 time [yr]: 194.80[m (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 [92miteration 975/1000 time [yr]: 195.00[m (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 [92miteration 976/1000 time [yr]: 195.20[m (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 [92miteration 977/1000 time [yr]: 195.40[m (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 [92miteration 978/1000 time [yr]: 195.60[m (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 [92miteration 979/1000 time [yr]: 195.80[m (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 [92miteration 980/1000 time [yr]: 196.00[m (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 [92miteration 981/1000 time [yr]: 196.20[m (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 [92miteration 982/1000 time [yr]: 196.40[m (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 [92miteration 983/1000 time [yr]: 196.60[m (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 [92miteration 984/1000 time [yr]: 196.80[m (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 [92miteration 985/1000 time [yr]: 197.00[m (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 [92miteration 986/1000 time [yr]: 197.20[m (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 [92miteration 987/1000 time [yr]: 197.40[m (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 [92miteration 988/1000 time [yr]: 197.60[m (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 [92miteration 989/1000 time [yr]: 197.80[m (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 [92miteration 990/1000 time [yr]: 198.00[m (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 [92miteration 991/1000 time [yr]: 198.20[m (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 [92miteration 992/1000 time [yr]: 198.40[m (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 [92miteration 993/1000 time [yr]: 198.60[m (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 [92miteration 994/1000 time [yr]: 198.80[m (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 [92miteration 995/1000 time [yr]: 199.00[m (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 [92miteration 996/1000 time [yr]: 199.20[m (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 [92miteration 997/1000 time [yr]: 199.40[m (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 [92miteration 998/1000 time [yr]: 199.60[m (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 [92miteration 999/1000 time [yr]: 199.80[m (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 [92miteration 1000/1000 time [yr]: 200.00[m (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: 0.024726 Total Core solution elapsed time: 198.544 Linear solver elapsed time: 135.859 (68%) Total elapsed time: 0 hrs 3 min 18 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: [92miteration 1/500 time [yr]: 1.00[m (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 [92miteration 2/500 time [yr]: 2.00[m (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 [92miteration 3/500 time [yr]: 3.00[m (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 [92miteration 4/500 time [yr]: 4.00[m (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices 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position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.024419 Total Core solution elapsed time: 120.134 Linear solver elapsed time: 59.9483 (50%) Total elapsed time: 0 hrs 2 min 0 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: [92miteration 1/500 time [yr]: 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module [92miteration 442/500 time [yr]: 442.00[m (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 [92miteration 443/500 time [yr]: 443.00[m (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 [92miteration 444/500 time [yr]: 444.00[m (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 [92miteration 445/500 time [yr]: 445.00[m (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line 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computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module [92miteration 450/500 time [yr]: 450.00[m (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 [92miteration 451/500 time [yr]: 451.00[m (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 [92miteration 452/500 time [yr]: 452.00[m (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 [92miteration 453/500 time [yr]: 453.00[m (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 [92miteration 454/500 time [yr]: 454.00[m (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 [92miteration 455/500 time [yr]: 455.00[m (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 [92miteration 456/500 time [yr]: 456.00[m (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 [92miteration 457/500 time [yr]: 457.00[m (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 [92miteration 458/500 time [yr]: 458.00[m (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 [92miteration 459/500 time [yr]: 459.00[m (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 [92miteration 460/500 time [yr]: 460.00[m (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 [92miteration 461/500 time [yr]: 461.00[m (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 [92miteration 462/500 time [yr]: 462.00[m (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 [92miteration 463/500 time [yr]: 463.00[m (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 [92miteration 464/500 time [yr]: 464.00[m (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 [92miteration 465/500 time [yr]: 465.00[m (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 [92miteration 466/500 time [yr]: 466.00[m (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 [92miteration 467/500 time [yr]: 467.00[m (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 [92miteration 468/500 time [yr]: 468.00[m (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 [92miteration 469/500 time [yr]: 469.00[m (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 [92miteration 470/500 time [yr]: 470.00[m (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 [92miteration 471/500 time [yr]: 471.00[m (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 [92miteration 472/500 time [yr]: 472.00[m (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 [92miteration 473/500 time [yr]: 473.00[m (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 [92miteration 474/500 time [yr]: 474.00[m (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 [92miteration 475/500 time [yr]: 475.00[m (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 [92miteration 476/500 time [yr]: 476.00[m (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 [92miteration 477/500 time [yr]: 477.00[m (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 [92miteration 478/500 time [yr]: 478.00[m (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 [92miteration 479/500 time [yr]: 479.00[m (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 [92miteration 480/500 time [yr]: 480.00[m (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 [92miteration 481/500 time [yr]: 481.00[m (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 [92miteration 482/500 time [yr]: 482.00[m (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 [92miteration 483/500 time [yr]: 483.00[m (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 [92miteration 484/500 time [yr]: 484.00[m (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 [92miteration 485/500 time [yr]: 485.00[m (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 [92miteration 486/500 time [yr]: 486.00[m (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 [92miteration 487/500 time [yr]: 487.00[m (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 [92miteration 488/500 time [yr]: 488.00[m (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 [92miteration 489/500 time [yr]: 489.00[m (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 [92miteration 490/500 time [yr]: 490.00[m (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 [92miteration 491/500 time [yr]: 491.00[m (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 [92miteration 492/500 time [yr]: 492.00[m (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 [92miteration 493/500 time [yr]: 493.00[m (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 [92miteration 494/500 time [yr]: 494.00[m (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 [92miteration 495/500 time [yr]: 495.00[m (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 [92miteration 496/500 time [yr]: 496.00[m (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 [92miteration 497/500 time [yr]: 497.00[m (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 [92miteration 498/500 time [yr]: 498.00[m (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 [92miteration 499/500 time [yr]: 499.00[m (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 [92miteration 500/500 time [yr]: 500.00[m (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: 0.024419 Total Core solution elapsed time: 120.134 Linear solver elapsed time: 59.9483 (50%) Total elapsed time: 0 hrs 2 min 0 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-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 Wed Jan 21 06:47:04 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 0.00124404s, CPU 0.000682s) 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 10.3391s, CPU 9.82877s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Wed Jan 21 06:47:14 2026 (From start: Wall 10.3688s, CPU 9.85743s) 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: 0.078946 Total Core solution elapsed time: 4.60316 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 Wed Jan 21 06:47:04 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 0.00124404s, CPU 0.000682s) 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 10.3391s, CPU 9.82877s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Wed Jan 21 06:47:14 2026 (From start: Wall 10.3688s, CPU 9.85743s) 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: 0.078946 Total Core solution elapsed time: 4.60316 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: 0.05564 Total Core solution elapsed time: 0.605817 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: 0.05564 Total Core solution elapsed time: 0.605817 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 TemporaryParameterFile19153 (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: 0.026194 Total Core solution elapsed time: 31.7622 Linear solver elapsed time: 23.044 (73%) Total elapsed time: 0 hrs 0 min 31 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 [92miteration 1/100 time [yr]: 0.20[m (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)=2.24407e-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)=2.01531e-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)=2.17269e-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)=2.12346e-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)=1.50937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 2/100 time [yr]: 0.40[m (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)=2.13685e-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)=2.21857e-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)=1.59193e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 3/100 time [yr]: 0.60[m (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)=2.18437e-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)=1.61201e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 4/100 time [yr]: 0.80[m (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)=2.23002e-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)=2.1307e-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)=1.57428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 5/100 time [yr]: 1.00[m (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)=2.14208e-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)=1.69716e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 6/100 time [yr]: 1.20[m (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)=2.10857e-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)=2.29048e-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)=1.46468e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 7/100 time [yr]: 1.40[m (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)=2.12097e-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)=1.41347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 8/100 time [yr]: 1.60[m (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)=2.18476e-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)=1.43624e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 9/100 time [yr]: 1.80[m (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)=2.21237e-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)=1.41445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 10/100 time [yr]: 2.00[m (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)=2.1599e-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)=1.58556e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 11/100 time [yr]: 2.20[m (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)=2.14086e-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)=1.27063e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 12/100 time [yr]: 2.40[m (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)=2.0486e-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)=1.58855e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 13/100 time [yr]: 2.60[m (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)=2.11059e-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)=1.68359e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 14/100 time [yr]: 2.80[m (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)=2.23202e-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)=1.41115e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 15/100 time [yr]: 3.00[m (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)=2.05994e-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)=1.47627e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 16/100 time [yr]: 3.20[m (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)=2.26014e-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)=1.58015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 17/100 time [yr]: 3.40[m (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)=2.08717e-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)=1.54331e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 18/100 time [yr]: 3.60[m (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)=2.07946e-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)=1.78681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 19/100 time [yr]: 3.80[m (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)=2.24938e-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)=1.66975e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 20/100 time [yr]: 4.00[m (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)=2.2377e-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)=1.61385e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 21/100 time [yr]: 4.20[m (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)=2.03856e-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)=1.37634e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 22/100 time [yr]: 4.40[m (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)=2.14774e-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)=1.51413e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 23/100 time [yr]: 4.60[m (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)=2.14578e-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)=1.40269e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 24/100 time [yr]: 4.80[m (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)=2.16075e-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)=1.27135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 25/100 time [yr]: 5.00[m (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)=2.2501e-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)=1.44692e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 26/100 time [yr]: 5.20[m (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)=2.18826e-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)=1.58321e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 27/100 time [yr]: 5.40[m (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)=2.25533e-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)=1.32683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 28/100 time [yr]: 5.60[m (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)=2.15333e-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)=1.5232e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 29/100 time [yr]: 5.80[m (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)=2.30108e-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)=1.43326e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 30/100 time [yr]: 6.00[m (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)=2.21273e-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)=1.62159e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 31/100 time [yr]: 6.20[m (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)=2.05382e-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)=1.57705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 32/100 time [yr]: 6.40[m (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)=2.15835e-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)=1.47306e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 33/100 time [yr]: 6.60[m (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)=2.05376e-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)=1.57081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 34/100 time [yr]: 6.80[m (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)=2.27164e-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)=1.57522e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 35/100 time [yr]: 7.00[m (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)=2.13569e-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)=1.37632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 36/100 time [yr]: 7.20[m (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)=2.10012e-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)=1.34864e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 37/100 time [yr]: 7.40[m (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)=2.15062e-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)=1.43255e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 38/100 time [yr]: 7.60[m (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)=2.11657e-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)=1.34093e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 39/100 time [yr]: 7.80[m (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)=2.17145e-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)=1.58929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 40/100 time [yr]: 8.00[m (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)=2.15742e-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)=1.59985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 41/100 time [yr]: 8.20[m (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)=2.07141e-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)=1.83743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 42/100 time [yr]: 8.40[m (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)=2.22401e-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)=1.51632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 43/100 time [yr]: 8.60[m (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)=2.2681e-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)=1.58089e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 44/100 time [yr]: 8.80[m (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)=2.42316e-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)=1.56608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 45/100 time [yr]: 9.00[m (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)=2.12656e-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)=1.71242e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 46/100 time [yr]: 9.20[m (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)=2.19695e-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)=1.61608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 47/100 time [yr]: 9.40[m (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)=2.11162e-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)=1.56638e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 48/100 time [yr]: 9.60[m (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)=2.24233e-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)=1.60344e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 49/100 time [yr]: 9.80[m (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)=2.04616e-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)=1.36485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 50/100 time [yr]: 10.00[m (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)=2.09e-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)=1.44515e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 51/100 time [yr]: 10.20[m (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)=2.29755e-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)=1.39561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 52/100 time [yr]: 10.40[m (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)=2.30729e-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)=1.62277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 53/100 time [yr]: 10.60[m (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)=2.26149e-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)=1.85421e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 54/100 time [yr]: 10.80[m (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)=2.06119e-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)=1.26253e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 55/100 time [yr]: 11.00[m (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)=2.2519e-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)=1.56789e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 56/100 time [yr]: 11.20[m (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)=2.21516e-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)=1.63446e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 57/100 time [yr]: 11.40[m (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)=2.08601e-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)=1.57491e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 58/100 time [yr]: 11.60[m (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)=2.10567e-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)=1.45308e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 59/100 time [yr]: 11.80[m (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)=2.10018e-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)=1.31619e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 60/100 time [yr]: 12.00[m (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)=2.12599e-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)=1.87006e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 61/100 time [yr]: 12.20[m (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)=2.21306e-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)=1.56833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 62/100 time [yr]: 12.40[m (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)=2.05208e-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)=1.46233e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 63/100 time [yr]: 12.60[m (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)=2.25347e-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)=1.43529e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 64/100 time [yr]: 12.80[m (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)=2.20402e-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)=1.47539e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 65/100 time [yr]: 13.00[m (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)=2.10572e-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)=1.40986e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 66/100 time [yr]: 13.20[m (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)=2.14382e-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)=1.59112e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 67/100 time [yr]: 13.40[m (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)=2.16491e-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)=1.54471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 68/100 time [yr]: 13.60[m (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)=2.23971e-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)=1.48052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 69/100 time [yr]: 13.80[m (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)=2.24346e-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)=1.62176e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 70/100 time [yr]: 14.00[m (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)=2.29374e-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)=1.32084e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 71/100 time [yr]: 14.20[m (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)=2.20663e-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)=1.56603e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 72/100 time [yr]: 14.40[m (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)=2.12807e-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)=1.67383e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 73/100 time [yr]: 14.60[m (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)=2.05066e-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)=1.70174e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 74/100 time [yr]: 14.80[m (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)=2.06833e-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)=1.3623e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 75/100 time [yr]: 15.00[m (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)=2.13729e-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)=1.56276e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 76/100 time [yr]: 15.20[m (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)=2.13356e-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)=1.32578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 77/100 time [yr]: 15.40[m (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)=2.14629e-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)=1.57818e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 78/100 time [yr]: 15.60[m (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)=2.27285e-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)=1.47785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 79/100 time [yr]: 15.80[m (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)=2.38189e-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)=1.38583e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 80/100 time [yr]: 16.00[m (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)=2.20911e-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)=1.37361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 81/100 time [yr]: 16.20[m (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)=2.1912e-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)=1.65422e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 82/100 time [yr]: 16.40[m (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)=2.08875e-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)=1.89802e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 83/100 time [yr]: 16.60[m (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)=2.21414e-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)=1.63069e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 84/100 time [yr]: 16.80[m (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)=2.14008e-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)=1.63337e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 85/100 time [yr]: 17.00[m (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)=2.24603e-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)=1.48578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 86/100 time [yr]: 17.20[m (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)=2.10784e-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)=1.463e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 87/100 time [yr]: 17.40[m (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)=2.12776e-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)=1.4431e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 88/100 time [yr]: 17.60[m (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)=2.27192e-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)=1.80518e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 89/100 time [yr]: 17.80[m (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)=2.23944e-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)=1.52786e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 90/100 time [yr]: 18.00[m (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)=2.14191e-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)=1.82501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 91/100 time [yr]: 18.20[m (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)=2.20052e-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)=1.6096e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 92/100 time [yr]: 18.40[m (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)=2.03066e-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)=1.4122e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 93/100 time [yr]: 18.60[m (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)=2.18966e-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)=1.87877e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 94/100 time [yr]: 18.80[m (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)=2.35619e-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)=1.46943e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 95/100 time [yr]: 19.00[m (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)=2.21775e-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)=1.59148e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 96/100 time [yr]: 19.20[m (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)=2.1364e-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)=1.43788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 97/100 time [yr]: 19.40[m (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)=2.28408e-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)=1.5509e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 98/100 time [yr]: 19.60[m (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)=2.0994e-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)=1.65669e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 99/100 time [yr]: 19.80[m (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)=2.17669e-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)=1.56755e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 100/100 time [yr]: 20.00[m (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)=2.29164e-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)=1.41722e-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: 0.027018 Total Core solution elapsed time: 12.7134 Linear solver elapsed time: 8.15608 (64%) Total elapsed time: 0 hrs 0 min 12 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 [92miteration 1/1000 time [yr]: 0.20[m (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 [92miteration 2/1000 time [yr]: 0.40[m (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 [92miteration 3/1000 time [yr]: 0.60[m (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 [92miteration 4/1000 time [yr]: 0.80[m (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 [92miteration 5/1000 time [yr]: 1.00[m (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 [92miteration 6/1000 time [yr]: 1.20[m (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 [92miteration 7/1000 time [yr]: 1.40[m (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 [92miteration 8/1000 time [yr]: 1.60[m (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 [92miteration 9/1000 time [yr]: 1.80[m (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 [92miteration 10/1000 time [yr]: 2.00[m (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 [92miteration 11/1000 time [yr]: 2.20[m (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 [92miteration 12/1000 time [yr]: 2.40[m (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 [92miteration 13/1000 time [yr]: 2.60[m (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 [92miteration 14/1000 time [yr]: 2.80[m (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 [92miteration 15/1000 time [yr]: 3.00[m (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 [92miteration 16/1000 time [yr]: 3.20[m (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 [92miteration 17/1000 time [yr]: 3.40[m (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 [92miteration 18/1000 time [yr]: 3.60[m (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 [92miteration 19/1000 time [yr]: 3.80[m (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 [92miteration 20/1000 time [yr]: 4.00[m (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 [92miteration 21/1000 time [yr]: 4.20[m (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 [92miteration 22/1000 time [yr]: 4.40[m (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 [92miteration 23/1000 time [yr]: 4.60[m (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 [92miteration 24/1000 time [yr]: 4.80[m (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 [92miteration 25/1000 time [yr]: 5.00[m (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 [92miteration 26/1000 time [yr]: 5.20[m (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 [92miteration 27/1000 time [yr]: 5.40[m (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 [92miteration 28/1000 time [yr]: 5.60[m (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 [92miteration 29/1000 time [yr]: 5.80[m (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 [92miteration 30/1000 time [yr]: 6.00[m (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 [92miteration 31/1000 time [yr]: 6.20[m (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 [92miteration 32/1000 time [yr]: 6.40[m (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 [92miteration 33/1000 time [yr]: 6.60[m (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 [92miteration 34/1000 time [yr]: 6.80[m (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 [92miteration 35/1000 time [yr]: 7.00[m (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 [92miteration 36/1000 time [yr]: 7.20[m (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 [92miteration 37/1000 time [yr]: 7.40[m (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 [92miteration 38/1000 time [yr]: 7.60[m (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 [92miteration 39/1000 time [yr]: 7.80[m (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 [92miteration 40/1000 time [yr]: 8.00[m (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 [92miteration 41/1000 time [yr]: 8.20[m (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 [92miteration 42/1000 time [yr]: 8.40[m (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 [92miteration 43/1000 time [yr]: 8.60[m (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 [92miteration 44/1000 time [yr]: 8.80[m (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 [92miteration 45/1000 time [yr]: 9.00[m (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 [92miteration 46/1000 time [yr]: 9.20[m (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 [92miteration 47/1000 time [yr]: 9.40[m (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 [92miteration 48/1000 time [yr]: 9.60[m (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 [92miteration 49/1000 time [yr]: 9.80[m (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 [92miteration 50/1000 time [yr]: 10.00[m (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 [92miteration 51/1000 time [yr]: 10.20[m (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 [92miteration 52/1000 time [yr]: 10.40[m (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 [92miteration 53/1000 time [yr]: 10.60[m (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 [92miteration 54/1000 time [yr]: 10.80[m (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 [92miteration 55/1000 time [yr]: 11.00[m (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 [92miteration 56/1000 time [yr]: 11.20[m (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 [92miteration 57/1000 time [yr]: 11.40[m (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 [92miteration 58/1000 time [yr]: 11.60[m (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 [92miteration 59/1000 time [yr]: 11.80[m (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 [92miteration 60/1000 time [yr]: 12.00[m (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 [92miteration 61/1000 time [yr]: 12.20[m (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 [92miteration 62/1000 time [yr]: 12.40[m (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 [92miteration 63/1000 time [yr]: 12.60[m (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 [92miteration 64/1000 time [yr]: 12.80[m (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 [92miteration 65/1000 time [yr]: 13.00[m (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 [92miteration 66/1000 time [yr]: 13.20[m (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 [92miteration 67/1000 time [yr]: 13.40[m (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 [92miteration 68/1000 time [yr]: 13.60[m (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 [92miteration 69/1000 time [yr]: 13.80[m (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 [92miteration 70/1000 time [yr]: 14.00[m (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 [92miteration 71/1000 time [yr]: 14.20[m (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 [92miteration 72/1000 time [yr]: 14.40[m (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 [92miteration 73/1000 time [yr]: 14.60[m (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 [92miteration 74/1000 time [yr]: 14.80[m (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 [92miteration 75/1000 time [yr]: 15.00[m (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 [92miteration 76/1000 time [yr]: 15.20[m (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 [92miteration 77/1000 time [yr]: 15.40[m (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 [92miteration 78/1000 time [yr]: 15.60[m (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 [92miteration 79/1000 time [yr]: 15.80[m (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 [92miteration 80/1000 time [yr]: 16.00[m (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 [92miteration 81/1000 time [yr]: 16.20[m (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 [92miteration 82/1000 time [yr]: 16.40[m (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 [92miteration 83/1000 time [yr]: 16.60[m (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 [92miteration 84/1000 time [yr]: 16.80[m (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 [92miteration 85/1000 time [yr]: 17.00[m (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 [92miteration 86/1000 time [yr]: 17.20[m (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 [92miteration 87/1000 time [yr]: 17.40[m (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 [92miteration 88/1000 time [yr]: 17.60[m (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 [92miteration 89/1000 time [yr]: 17.80[m (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 [92miteration 90/1000 time [yr]: 18.00[m (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 [92miteration 91/1000 time [yr]: 18.20[m (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 [92miteration 92/1000 time [yr]: 18.40[m (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 [92miteration 93/1000 time [yr]: 18.60[m (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 [92miteration 94/1000 time [yr]: 18.80[m (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 [92miteration 95/1000 time [yr]: 19.00[m (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 [92miteration 96/1000 time [yr]: 19.20[m (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 [92miteration 97/1000 time [yr]: 19.40[m (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 [92miteration 98/1000 time [yr]: 19.60[m (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 [92miteration 99/1000 time [yr]: 19.80[m (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 [92miteration 100/1000 time [yr]: 20.00[m (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 [92miteration 101/1000 time [yr]: 20.20[m (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 [92miteration 102/1000 time [yr]: 20.40[m (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 [92miteration 103/1000 time [yr]: 20.60[m (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 [92miteration 104/1000 time [yr]: 20.80[m (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 [92miteration 105/1000 time [yr]: 21.00[m (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 [92miteration 106/1000 time [yr]: 21.20[m (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 [92miteration 107/1000 time [yr]: 21.40[m (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 [92miteration 108/1000 time [yr]: 21.60[m (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 [92miteration 109/1000 time [yr]: 21.80[m (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 [92miteration 110/1000 time [yr]: 22.00[m (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 [92miteration 111/1000 time [yr]: 22.20[m (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 [92miteration 112/1000 time [yr]: 22.40[m (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 [92miteration 113/1000 time [yr]: 22.60[m (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 [92miteration 114/1000 time [yr]: 22.80[m (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 [92miteration 115/1000 time [yr]: 23.00[m (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 [92miteration 116/1000 time [yr]: 23.20[m (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 [92miteration 117/1000 time [yr]: 23.40[m (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 [92miteration 118/1000 time [yr]: 23.60[m (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 [92miteration 119/1000 time [yr]: 23.80[m (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 [92miteration 120/1000 time [yr]: 24.00[m (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 [92miteration 121/1000 time [yr]: 24.20[m (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 [92miteration 122/1000 time [yr]: 24.40[m (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 [92miteration 123/1000 time [yr]: 24.60[m (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 [92miteration 124/1000 time [yr]: 24.80[m (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 [92miteration 125/1000 time [yr]: 25.00[m (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 [92miteration 126/1000 time [yr]: 25.20[m (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 [92miteration 127/1000 time [yr]: 25.40[m (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 [92miteration 128/1000 time [yr]: 25.60[m (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 [92miteration 129/1000 time [yr]: 25.80[m (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 [92miteration 130/1000 time [yr]: 26.00[m (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 [92miteration 131/1000 time [yr]: 26.20[m (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 [92miteration 132/1000 time [yr]: 26.40[m (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 [92miteration 133/1000 time [yr]: 26.60[m (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 [92miteration 134/1000 time [yr]: 26.80[m (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 [92miteration 135/1000 time [yr]: 27.00[m (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 [92miteration 136/1000 time [yr]: 27.20[m (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 [92miteration 137/1000 time [yr]: 27.40[m (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 [92miteration 138/1000 time [yr]: 27.60[m (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 [92miteration 139/1000 time [yr]: 27.80[m (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 [92miteration 140/1000 time [yr]: 28.00[m (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 [92miteration 141/1000 time [yr]: 28.20[m (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 [92miteration 142/1000 time [yr]: 28.40[m (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 [92miteration 143/1000 time [yr]: 28.60[m (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 [92miteration 144/1000 time [yr]: 28.80[m (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 [92miteration 145/1000 time [yr]: 29.00[m (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 [92miteration 146/1000 time [yr]: 29.20[m (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 [92miteration 147/1000 time [yr]: 29.40[m (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 [92miteration 148/1000 time [yr]: 29.60[m (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 [92miteration 149/1000 time [yr]: 29.80[m (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 [92miteration 150/1000 time [yr]: 30.00[m (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 [92miteration 151/1000 time [yr]: 30.20[m (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 [92miteration 152/1000 time [yr]: 30.40[m (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 [92miteration 153/1000 time [yr]: 30.60[m (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 [92miteration 154/1000 time [yr]: 30.80[m (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 [92miteration 155/1000 time [yr]: 31.00[m (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 [92miteration 156/1000 time [yr]: 31.20[m (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 [92miteration 157/1000 time [yr]: 31.40[m (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 [92miteration 158/1000 time [yr]: 31.60[m (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 [92miteration 159/1000 time [yr]: 31.80[m (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 [92miteration 160/1000 time [yr]: 32.00[m (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 [92miteration 161/1000 time [yr]: 32.20[m (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 [92miteration 162/1000 time [yr]: 32.40[m (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 [92miteration 163/1000 time [yr]: 32.60[m (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 [92miteration 164/1000 time [yr]: 32.80[m (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 [92miteration 165/1000 time [yr]: 33.00[m (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 [92miteration 166/1000 time [yr]: 33.20[m (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 [92miteration 167/1000 time [yr]: 33.40[m (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 [92miteration 168/1000 time [yr]: 33.60[m (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 [92miteration 169/1000 time [yr]: 33.80[m (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 [92miteration 170/1000 time [yr]: 34.00[m (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 [92miteration 171/1000 time [yr]: 34.20[m (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 [92miteration 172/1000 time [yr]: 34.40[m (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 [92miteration 173/1000 time [yr]: 34.60[m (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 [92miteration 174/1000 time [yr]: 34.80[m (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 [92miteration 175/1000 time [yr]: 35.00[m (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 [92miteration 176/1000 time [yr]: 35.20[m (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 [92miteration 177/1000 time [yr]: 35.40[m (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 [92miteration 178/1000 time [yr]: 35.60[m (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 [92miteration 179/1000 time [yr]: 35.80[m (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 [92miteration 180/1000 time [yr]: 36.00[m (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 [92miteration 181/1000 time [yr]: 36.20[m (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 [92miteration 182/1000 time [yr]: 36.40[m (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 [92miteration 183/1000 time [yr]: 36.60[m (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 [92miteration 184/1000 time [yr]: 36.80[m (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 [92miteration 185/1000 time [yr]: 37.00[m (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 [92miteration 186/1000 time [yr]: 37.20[m (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 [92miteration 187/1000 time [yr]: 37.40[m (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 [92miteration 188/1000 time [yr]: 37.60[m (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 [92miteration 189/1000 time [yr]: 37.80[m (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 [92miteration 190/1000 time [yr]: 38.00[m (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 [92miteration 191/1000 time [yr]: 38.20[m (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 [92miteration 192/1000 time [yr]: 38.40[m (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 [92miteration 193/1000 time [yr]: 38.60[m (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 [92miteration 194/1000 time [yr]: 38.80[m (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 [92miteration 195/1000 time [yr]: 39.00[m (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 [92miteration 196/1000 time [yr]: 39.20[m (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 [92miteration 197/1000 time [yr]: 39.40[m (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 [92miteration 198/1000 time [yr]: 39.60[m (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 [92miteration 199/1000 time [yr]: 39.80[m (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 [92miteration 200/1000 time [yr]: 40.00[m (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 [92miteration 201/1000 time [yr]: 40.20[m (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 [92miteration 202/1000 time [yr]: 40.40[m (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 [92miteration 203/1000 time [yr]: 40.60[m (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 [92miteration 204/1000 time [yr]: 40.80[m (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 [92miteration 205/1000 time [yr]: 41.00[m (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 [92miteration 206/1000 time [yr]: 41.20[m (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 [92miteration 207/1000 time [yr]: 41.40[m (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 [92miteration 208/1000 time [yr]: 41.60[m (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 [92miteration 209/1000 time [yr]: 41.80[m (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 [92miteration 210/1000 time [yr]: 42.00[m (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 [92miteration 211/1000 time [yr]: 42.20[m (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 [92miteration 212/1000 time [yr]: 42.40[m (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 [92miteration 213/1000 time [yr]: 42.60[m (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 [92miteration 214/1000 time [yr]: 42.80[m (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 [92miteration 215/1000 time [yr]: 43.00[m (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 [92miteration 216/1000 time [yr]: 43.20[m (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 [92miteration 217/1000 time [yr]: 43.40[m (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 [92miteration 218/1000 time [yr]: 43.60[m (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 [92miteration 219/1000 time [yr]: 43.80[m (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 [92miteration 220/1000 time [yr]: 44.00[m (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 [92miteration 221/1000 time [yr]: 44.20[m (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 [92miteration 222/1000 time [yr]: 44.40[m (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 [92miteration 223/1000 time [yr]: 44.60[m (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 [92miteration 224/1000 time [yr]: 44.80[m (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 [92miteration 225/1000 time [yr]: 45.00[m (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 [92miteration 226/1000 time [yr]: 45.20[m (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 [92miteration 227/1000 time [yr]: 45.40[m (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 [92miteration 228/1000 time [yr]: 45.60[m (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 [92miteration 229/1000 time [yr]: 45.80[m (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 [92miteration 230/1000 time [yr]: 46.00[m (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 [92miteration 231/1000 time [yr]: 46.20[m (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 [92miteration 232/1000 time [yr]: 46.40[m (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 [92miteration 233/1000 time [yr]: 46.60[m (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 [92miteration 234/1000 time [yr]: 46.80[m (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 [92miteration 235/1000 time [yr]: 47.00[m (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 [92miteration 236/1000 time [yr]: 47.20[m (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 [92miteration 237/1000 time [yr]: 47.40[m (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 [92miteration 238/1000 time [yr]: 47.60[m (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 [92miteration 239/1000 time [yr]: 47.80[m (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 [92miteration 240/1000 time [yr]: 48.00[m (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 [92miteration 241/1000 time [yr]: 48.20[m (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 [92miteration 242/1000 time [yr]: 48.40[m (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 [92miteration 243/1000 time [yr]: 48.60[m (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 [92miteration 244/1000 time [yr]: 48.80[m (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 [92miteration 245/1000 time [yr]: 49.00[m (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 [92miteration 246/1000 time [yr]: 49.20[m (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 [92miteration 247/1000 time [yr]: 49.40[m (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 [92miteration 248/1000 time [yr]: 49.60[m (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 [92miteration 249/1000 time [yr]: 49.80[m (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 [92miteration 250/1000 time [yr]: 50.00[m (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 [92miteration 251/1000 time [yr]: 50.20[m (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 [92miteration 252/1000 time [yr]: 50.40[m (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 [92miteration 253/1000 time [yr]: 50.60[m (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 [92miteration 254/1000 time [yr]: 50.80[m (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 [92miteration 255/1000 time [yr]: 51.00[m (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 [92miteration 256/1000 time [yr]: 51.20[m (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 [92miteration 257/1000 time [yr]: 51.40[m (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 [92miteration 258/1000 time [yr]: 51.60[m (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 [92miteration 259/1000 time [yr]: 51.80[m (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 [92miteration 260/1000 time [yr]: 52.00[m (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 [92miteration 261/1000 time [yr]: 52.20[m (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 [92miteration 262/1000 time [yr]: 52.40[m (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 [92miteration 263/1000 time [yr]: 52.60[m (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 [92miteration 264/1000 time [yr]: 52.80[m (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 [92miteration 265/1000 time [yr]: 53.00[m (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 [92miteration 266/1000 time [yr]: 53.20[m (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 [92miteration 267/1000 time [yr]: 53.40[m (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 [92miteration 268/1000 time [yr]: 53.60[m (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 [92miteration 269/1000 time [yr]: 53.80[m (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 [92miteration 270/1000 time [yr]: 54.00[m (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 [92miteration 271/1000 time [yr]: 54.20[m (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 [92miteration 272/1000 time [yr]: 54.40[m (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 [92miteration 273/1000 time [yr]: 54.60[m (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 [92miteration 274/1000 time [yr]: 54.80[m (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 [92miteration 275/1000 time [yr]: 55.00[m (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 [92miteration 276/1000 time [yr]: 55.20[m (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 [92miteration 277/1000 time [yr]: 55.40[m (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 [92miteration 278/1000 time [yr]: 55.60[m (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 [92miteration 279/1000 time [yr]: 55.80[m (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 [92miteration 280/1000 time [yr]: 56.00[m (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 [92miteration 281/1000 time [yr]: 56.20[m (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 [92miteration 282/1000 time [yr]: 56.40[m (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 [92miteration 283/1000 time [yr]: 56.60[m (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 [92miteration 284/1000 time [yr]: 56.80[m (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 [92miteration 285/1000 time [yr]: 57.00[m (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 [92miteration 286/1000 time [yr]: 57.20[m (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 [92miteration 287/1000 time [yr]: 57.40[m (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 [92miteration 288/1000 time [yr]: 57.60[m (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 [92miteration 289/1000 time [yr]: 57.80[m (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 [92miteration 290/1000 time [yr]: 58.00[m (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 [92miteration 291/1000 time [yr]: 58.20[m (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 [92miteration 292/1000 time [yr]: 58.40[m (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 [92miteration 293/1000 time [yr]: 58.60[m (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 [92miteration 294/1000 time [yr]: 58.80[m (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 [92miteration 295/1000 time [yr]: 59.00[m (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 [92miteration 296/1000 time [yr]: 59.20[m (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 [92miteration 297/1000 time [yr]: 59.40[m (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 [92miteration 298/1000 time [yr]: 59.60[m (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 [92miteration 299/1000 time [yr]: 59.80[m (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 [92miteration 300/1000 time [yr]: 60.00[m (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 [92miteration 301/1000 time [yr]: 60.20[m (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 [92miteration 302/1000 time [yr]: 60.40[m (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 [92miteration 303/1000 time [yr]: 60.60[m (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 [92miteration 304/1000 time [yr]: 60.80[m (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 [92miteration 305/1000 time [yr]: 61.00[m (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 [92miteration 306/1000 time [yr]: 61.20[m (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 [92miteration 307/1000 time [yr]: 61.40[m (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 [92miteration 308/1000 time [yr]: 61.60[m (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 [92miteration 309/1000 time [yr]: 61.80[m (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 [92miteration 310/1000 time [yr]: 62.00[m (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 [92miteration 311/1000 time [yr]: 62.20[m (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 [92miteration 312/1000 time [yr]: 62.40[m (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 [92miteration 313/1000 time [yr]: 62.60[m (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 [92miteration 314/1000 time [yr]: 62.80[m (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 [92miteration 315/1000 time [yr]: 63.00[m (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 [92miteration 316/1000 time [yr]: 63.20[m (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 [92miteration 317/1000 time [yr]: 63.40[m (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 [92miteration 318/1000 time [yr]: 63.60[m (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 [92miteration 319/1000 time [yr]: 63.80[m (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 [92miteration 320/1000 time [yr]: 64.00[m (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 [92miteration 321/1000 time [yr]: 64.20[m (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 [92miteration 322/1000 time [yr]: 64.40[m (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 [92miteration 323/1000 time [yr]: 64.60[m (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 [92miteration 324/1000 time [yr]: 64.80[m (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 [92miteration 325/1000 time [yr]: 65.00[m (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 [92miteration 326/1000 time [yr]: 65.20[m (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 [92miteration 327/1000 time [yr]: 65.40[m (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 [92miteration 328/1000 time [yr]: 65.60[m (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 [92miteration 329/1000 time [yr]: 65.80[m (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 [92miteration 330/1000 time [yr]: 66.00[m (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 [92miteration 331/1000 time [yr]: 66.20[m (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 [92miteration 332/1000 time [yr]: 66.40[m (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 [92miteration 333/1000 time [yr]: 66.60[m (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 [92miteration 334/1000 time [yr]: 66.80[m (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 [92miteration 335/1000 time [yr]: 67.00[m (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 [92miteration 336/1000 time [yr]: 67.20[m (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 [92miteration 337/1000 time [yr]: 67.40[m (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 [92miteration 338/1000 time [yr]: 67.60[m (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 [92miteration 339/1000 time [yr]: 67.80[m (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 [92miteration 340/1000 time [yr]: 68.00[m (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 [92miteration 341/1000 time [yr]: 68.20[m (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 [92miteration 342/1000 time [yr]: 68.40[m (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 [92miteration 343/1000 time [yr]: 68.60[m (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 [92miteration 344/1000 time [yr]: 68.80[m (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 [92miteration 345/1000 time [yr]: 69.00[m (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 [92miteration 346/1000 time [yr]: 69.20[m (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 [92miteration 347/1000 time [yr]: 69.40[m (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 [92miteration 348/1000 time [yr]: 69.60[m (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 [92miteration 349/1000 time [yr]: 69.80[m (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 [92miteration 350/1000 time [yr]: 70.00[m (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 [92miteration 351/1000 time [yr]: 70.20[m (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 [92miteration 352/1000 time [yr]: 70.40[m (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 [92miteration 353/1000 time [yr]: 70.60[m (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 [92miteration 354/1000 time [yr]: 70.80[m (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 [92miteration 355/1000 time [yr]: 71.00[m (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 [92miteration 356/1000 time [yr]: 71.20[m (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 [92miteration 357/1000 time [yr]: 71.40[m (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 [92miteration 358/1000 time [yr]: 71.60[m (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 [92miteration 359/1000 time [yr]: 71.80[m (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 [92miteration 360/1000 time [yr]: 72.00[m (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 [92miteration 361/1000 time [yr]: 72.20[m (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 [92miteration 362/1000 time [yr]: 72.40[m (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 [92miteration 363/1000 time [yr]: 72.60[m (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 [92miteration 364/1000 time [yr]: 72.80[m (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 [92miteration 365/1000 time [yr]: 73.00[m (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 [92miteration 366/1000 time [yr]: 73.20[m (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 [92miteration 367/1000 time [yr]: 73.40[m (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 [92miteration 368/1000 time [yr]: 73.60[m (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 [92miteration 369/1000 time [yr]: 73.80[m (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 [92miteration 370/1000 time [yr]: 74.00[m (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 [92miteration 371/1000 time [yr]: 74.20[m (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 [92miteration 372/1000 time [yr]: 74.40[m (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 [92miteration 373/1000 time [yr]: 74.60[m (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 [92miteration 374/1000 time [yr]: 74.80[m (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 [92miteration 375/1000 time [yr]: 75.00[m (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 [92miteration 376/1000 time [yr]: 75.20[m (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 [92miteration 377/1000 time [yr]: 75.40[m (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 [92miteration 378/1000 time [yr]: 75.60[m (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 [92miteration 379/1000 time [yr]: 75.80[m (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 [92miteration 380/1000 time [yr]: 76.00[m (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 [92miteration 381/1000 time [yr]: 76.20[m (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 [92miteration 382/1000 time [yr]: 76.40[m (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 [92miteration 383/1000 time [yr]: 76.60[m (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 [92miteration 384/1000 time [yr]: 76.80[m (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 [92miteration 385/1000 time [yr]: 77.00[m (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 [92miteration 386/1000 time [yr]: 77.20[m (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 [92miteration 387/1000 time [yr]: 77.40[m (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 [92miteration 388/1000 time [yr]: 77.60[m (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 [92miteration 389/1000 time [yr]: 77.80[m (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 [92miteration 390/1000 time [yr]: 78.00[m (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 [92miteration 391/1000 time [yr]: 78.20[m (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 [92miteration 392/1000 time [yr]: 78.40[m (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 [92miteration 393/1000 time [yr]: 78.60[m (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 [92miteration 394/1000 time [yr]: 78.80[m (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 [92miteration 395/1000 time [yr]: 79.00[m (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 [92miteration 396/1000 time [yr]: 79.20[m (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 [92miteration 397/1000 time [yr]: 79.40[m (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 [92miteration 398/1000 time [yr]: 79.60[m (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 [92miteration 399/1000 time [yr]: 79.80[m (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 [92miteration 400/1000 time [yr]: 80.00[m (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 [92miteration 401/1000 time [yr]: 80.20[m (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 [92miteration 402/1000 time [yr]: 80.40[m (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 [92miteration 403/1000 time [yr]: 80.60[m (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 [92miteration 404/1000 time [yr]: 80.80[m (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 [92miteration 405/1000 time [yr]: 81.00[m (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 [92miteration 406/1000 time [yr]: 81.20[m (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 [92miteration 407/1000 time [yr]: 81.40[m (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 [92miteration 408/1000 time [yr]: 81.60[m (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 [92miteration 409/1000 time [yr]: 81.80[m (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 [92miteration 410/1000 time [yr]: 82.00[m (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 [92miteration 411/1000 time [yr]: 82.20[m (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 [92miteration 412/1000 time [yr]: 82.40[m (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 [92miteration 413/1000 time [yr]: 82.60[m (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 [92miteration 414/1000 time [yr]: 82.80[m (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 [92miteration 415/1000 time [yr]: 83.00[m (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 [92miteration 416/1000 time [yr]: 83.20[m (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 [92miteration 417/1000 time [yr]: 83.40[m (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 [92miteration 418/1000 time [yr]: 83.60[m (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 [92miteration 419/1000 time [yr]: 83.80[m (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 [92miteration 420/1000 time [yr]: 84.00[m (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 [92miteration 421/1000 time [yr]: 84.20[m (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 [92miteration 422/1000 time [yr]: 84.40[m (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 [92miteration 423/1000 time [yr]: 84.60[m (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 [92miteration 424/1000 time [yr]: 84.80[m (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 [92miteration 425/1000 time [yr]: 85.00[m (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 [92miteration 426/1000 time [yr]: 85.20[m (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 [92miteration 427/1000 time [yr]: 85.40[m (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 [92miteration 428/1000 time [yr]: 85.60[m (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 [92miteration 429/1000 time [yr]: 85.80[m (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 [92miteration 430/1000 time [yr]: 86.00[m (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 [92miteration 431/1000 time [yr]: 86.20[m (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 [92miteration 432/1000 time [yr]: 86.40[m (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 [92miteration 433/1000 time [yr]: 86.60[m (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 [92miteration 434/1000 time [yr]: 86.80[m (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 [92miteration 435/1000 time [yr]: 87.00[m (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 [92miteration 436/1000 time [yr]: 87.20[m (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 [92miteration 437/1000 time [yr]: 87.40[m (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 [92miteration 438/1000 time [yr]: 87.60[m (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 [92miteration 439/1000 time [yr]: 87.80[m (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 [92miteration 440/1000 time [yr]: 88.00[m (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 [92miteration 441/1000 time [yr]: 88.20[m (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 [92miteration 442/1000 time [yr]: 88.40[m (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 [92miteration 443/1000 time [yr]: 88.60[m (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 [92miteration 444/1000 time [yr]: 88.80[m (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 [92miteration 445/1000 time [yr]: 89.00[m (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 [92miteration 446/1000 time [yr]: 89.20[m (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 [92miteration 447/1000 time [yr]: 89.40[m (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 [92miteration 448/1000 time [yr]: 89.60[m (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 [92miteration 449/1000 time [yr]: 89.80[m (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 [92miteration 450/1000 time [yr]: 90.00[m (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 [92miteration 451/1000 time [yr]: 90.20[m (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 [92miteration 452/1000 time [yr]: 90.40[m (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 [92miteration 453/1000 time [yr]: 90.60[m (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 [92miteration 454/1000 time [yr]: 90.80[m (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 [92miteration 455/1000 time [yr]: 91.00[m (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 [92miteration 456/1000 time [yr]: 91.20[m (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 [92miteration 457/1000 time [yr]: 91.40[m (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 [92miteration 458/1000 time [yr]: 91.60[m (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 [92miteration 459/1000 time [yr]: 91.80[m (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 [92miteration 460/1000 time [yr]: 92.00[m (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 [92miteration 461/1000 time [yr]: 92.20[m (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 [92miteration 462/1000 time [yr]: 92.40[m (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 [92miteration 463/1000 time [yr]: 92.60[m (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 [92miteration 464/1000 time [yr]: 92.80[m (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 [92miteration 465/1000 time [yr]: 93.00[m (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 [92miteration 466/1000 time [yr]: 93.20[m (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 [92miteration 467/1000 time [yr]: 93.40[m (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 [92miteration 468/1000 time [yr]: 93.60[m (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 [92miteration 469/1000 time [yr]: 93.80[m (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 [92miteration 470/1000 time [yr]: 94.00[m (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 [92miteration 471/1000 time [yr]: 94.20[m (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 [92miteration 472/1000 time [yr]: 94.40[m (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 [92miteration 473/1000 time [yr]: 94.60[m (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 [92miteration 474/1000 time [yr]: 94.80[m (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 [92miteration 475/1000 time [yr]: 95.00[m (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 [92miteration 476/1000 time [yr]: 95.20[m (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 [92miteration 477/1000 time [yr]: 95.40[m (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 [92miteration 478/1000 time [yr]: 95.60[m (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 [92miteration 479/1000 time [yr]: 95.80[m (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 [92miteration 480/1000 time [yr]: 96.00[m (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 [92miteration 481/1000 time [yr]: 96.20[m (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 [92miteration 482/1000 time [yr]: 96.40[m (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 [92miteration 483/1000 time [yr]: 96.60[m (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 [92miteration 484/1000 time [yr]: 96.80[m (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 [92miteration 485/1000 time [yr]: 97.00[m (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 [92miteration 486/1000 time [yr]: 97.20[m (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 [92miteration 487/1000 time [yr]: 97.40[m (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 [92miteration 488/1000 time [yr]: 97.60[m (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 [92miteration 489/1000 time [yr]: 97.80[m (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 [92miteration 490/1000 time [yr]: 98.00[m (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 [92miteration 491/1000 time [yr]: 98.20[m (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 [92miteration 492/1000 time [yr]: 98.40[m (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 [92miteration 493/1000 time [yr]: 98.60[m (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 [92miteration 494/1000 time [yr]: 98.80[m (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 [92miteration 495/1000 time [yr]: 99.00[m (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 [92miteration 496/1000 time [yr]: 99.20[m (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 [92miteration 497/1000 time [yr]: 99.40[m (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 [92miteration 498/1000 time [yr]: 99.60[m (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 [92miteration 499/1000 time [yr]: 99.80[m (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 [92miteration 500/1000 time [yr]: 100.00[m (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 [92miteration 501/1000 time [yr]: 100.20[m (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 [92miteration 502/1000 time [yr]: 100.40[m (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 [92miteration 503/1000 time [yr]: 100.60[m (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 [92miteration 504/1000 time [yr]: 100.80[m (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 [92miteration 505/1000 time [yr]: 101.00[m (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 [92miteration 506/1000 time [yr]: 101.20[m (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 [92miteration 507/1000 time [yr]: 101.40[m (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 [92miteration 508/1000 time [yr]: 101.60[m (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 [92miteration 509/1000 time [yr]: 101.80[m (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 [92miteration 510/1000 time [yr]: 102.00[m (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 [92miteration 511/1000 time [yr]: 102.20[m (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 [92miteration 512/1000 time [yr]: 102.40[m (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 [92miteration 513/1000 time [yr]: 102.60[m (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 [92miteration 514/1000 time [yr]: 102.80[m (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 [92miteration 515/1000 time [yr]: 103.00[m (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 [92miteration 516/1000 time [yr]: 103.20[m (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 [92miteration 517/1000 time [yr]: 103.40[m (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 [92miteration 518/1000 time [yr]: 103.60[m (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 [92miteration 519/1000 time [yr]: 103.80[m (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 [92miteration 520/1000 time [yr]: 104.00[m (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 [92miteration 521/1000 time [yr]: 104.20[m (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 [92miteration 522/1000 time [yr]: 104.40[m (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 [92miteration 523/1000 time [yr]: 104.60[m (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 [92miteration 524/1000 time [yr]: 104.80[m (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 [92miteration 525/1000 time [yr]: 105.00[m (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 [92miteration 526/1000 time [yr]: 105.20[m (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 [92miteration 527/1000 time [yr]: 105.40[m (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 [92miteration 528/1000 time [yr]: 105.60[m (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 [92miteration 529/1000 time [yr]: 105.80[m (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 [92miteration 530/1000 time [yr]: 106.00[m (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 [92miteration 531/1000 time [yr]: 106.20[m (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 [92miteration 532/1000 time [yr]: 106.40[m (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 [92miteration 533/1000 time [yr]: 106.60[m (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 [92miteration 534/1000 time [yr]: 106.80[m (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 [92miteration 535/1000 time [yr]: 107.00[m (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 [92miteration 536/1000 time [yr]: 107.20[m (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 [92miteration 537/1000 time [yr]: 107.40[m (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 [92miteration 538/1000 time [yr]: 107.60[m (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 [92miteration 539/1000 time [yr]: 107.80[m (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 [92miteration 540/1000 time [yr]: 108.00[m (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 [92miteration 541/1000 time [yr]: 108.20[m (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 [92miteration 542/1000 time [yr]: 108.40[m (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 [92miteration 543/1000 time [yr]: 108.60[m (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 [92miteration 544/1000 time [yr]: 108.80[m (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 [92miteration 545/1000 time [yr]: 109.00[m (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 [92miteration 546/1000 time [yr]: 109.20[m (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 [92miteration 547/1000 time [yr]: 109.40[m (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 [92miteration 548/1000 time [yr]: 109.60[m (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 [92miteration 549/1000 time [yr]: 109.80[m (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 [92miteration 550/1000 time [yr]: 110.00[m (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 [92miteration 551/1000 time [yr]: 110.20[m (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 [92miteration 552/1000 time [yr]: 110.40[m (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 [92miteration 553/1000 time [yr]: 110.60[m (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 [92miteration 554/1000 time [yr]: 110.80[m (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 [92miteration 555/1000 time [yr]: 111.00[m (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 [92miteration 556/1000 time [yr]: 111.20[m (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 [92miteration 557/1000 time [yr]: 111.40[m (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 [92miteration 558/1000 time [yr]: 111.60[m (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 [92miteration 559/1000 time [yr]: 111.80[m (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 [92miteration 560/1000 time [yr]: 112.00[m (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 [92miteration 561/1000 time [yr]: 112.20[m (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 [92miteration 562/1000 time [yr]: 112.40[m (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 [92miteration 563/1000 time [yr]: 112.60[m (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 [92miteration 564/1000 time [yr]: 112.80[m (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 [92miteration 565/1000 time [yr]: 113.00[m (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 [92miteration 566/1000 time [yr]: 113.20[m (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 [92miteration 567/1000 time [yr]: 113.40[m (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 [92miteration 568/1000 time [yr]: 113.60[m (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 [92miteration 569/1000 time [yr]: 113.80[m (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 [92miteration 570/1000 time [yr]: 114.00[m (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 [92miteration 571/1000 time [yr]: 114.20[m (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 [92miteration 572/1000 time [yr]: 114.40[m (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 [92miteration 573/1000 time [yr]: 114.60[m (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 [92miteration 574/1000 time [yr]: 114.80[m (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 [92miteration 575/1000 time [yr]: 115.00[m (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 [92miteration 576/1000 time [yr]: 115.20[m (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 [92miteration 577/1000 time [yr]: 115.40[m (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 [92miteration 578/1000 time [yr]: 115.60[m (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 [92miteration 579/1000 time [yr]: 115.80[m (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 [92miteration 580/1000 time [yr]: 116.00[m (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 [92miteration 581/1000 time [yr]: 116.20[m (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 [92miteration 582/1000 time [yr]: 116.40[m (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 [92miteration 583/1000 time [yr]: 116.60[m (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 [92miteration 584/1000 time [yr]: 116.80[m (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 [92miteration 585/1000 time [yr]: 117.00[m (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 [92miteration 586/1000 time [yr]: 117.20[m (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 [92miteration 587/1000 time [yr]: 117.40[m (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 [92miteration 588/1000 time [yr]: 117.60[m (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 [92miteration 589/1000 time [yr]: 117.80[m (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 [92miteration 590/1000 time [yr]: 118.00[m (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 [92miteration 591/1000 time [yr]: 118.20[m (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 [92miteration 592/1000 time [yr]: 118.40[m (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 [92miteration 593/1000 time [yr]: 118.60[m (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 [92miteration 594/1000 time [yr]: 118.80[m (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 [92miteration 595/1000 time [yr]: 119.00[m (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 [92miteration 596/1000 time [yr]: 119.20[m (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 [92miteration 597/1000 time [yr]: 119.40[m (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 [92miteration 598/1000 time [yr]: 119.60[m (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 [92miteration 599/1000 time [yr]: 119.80[m (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 [92miteration 600/1000 time [yr]: 120.00[m (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 [92miteration 601/1000 time [yr]: 120.20[m (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 [92miteration 602/1000 time [yr]: 120.40[m (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 [92miteration 603/1000 time [yr]: 120.60[m (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 [92miteration 604/1000 time [yr]: 120.80[m (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 [92miteration 605/1000 time [yr]: 121.00[m (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 [92miteration 606/1000 time [yr]: 121.20[m (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 [92miteration 607/1000 time [yr]: 121.40[m (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 [92miteration 608/1000 time [yr]: 121.60[m (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 [92miteration 609/1000 time [yr]: 121.80[m (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 [92miteration 610/1000 time [yr]: 122.00[m (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 [92miteration 611/1000 time [yr]: 122.20[m (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 [92miteration 612/1000 time [yr]: 122.40[m (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 [92miteration 613/1000 time [yr]: 122.60[m (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 [92miteration 614/1000 time [yr]: 122.80[m (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 [92miteration 615/1000 time [yr]: 123.00[m (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 [92miteration 616/1000 time [yr]: 123.20[m (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 [92miteration 617/1000 time [yr]: 123.40[m (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 [92miteration 618/1000 time [yr]: 123.60[m (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 [92miteration 619/1000 time [yr]: 123.80[m (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 [92miteration 620/1000 time [yr]: 124.00[m (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 [92miteration 621/1000 time [yr]: 124.20[m (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 [92miteration 622/1000 time [yr]: 124.40[m (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 [92miteration 623/1000 time [yr]: 124.60[m (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 [92miteration 624/1000 time [yr]: 124.80[m (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 [92miteration 625/1000 time [yr]: 125.00[m (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 [92miteration 626/1000 time [yr]: 125.20[m (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 [92miteration 627/1000 time [yr]: 125.40[m (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 [92miteration 628/1000 time [yr]: 125.60[m (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 [92miteration 629/1000 time [yr]: 125.80[m (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 [92miteration 630/1000 time [yr]: 126.00[m (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 [92miteration 631/1000 time [yr]: 126.20[m (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 [92miteration 632/1000 time [yr]: 126.40[m (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 [92miteration 633/1000 time [yr]: 126.60[m (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 [92miteration 634/1000 time [yr]: 126.80[m (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 [92miteration 635/1000 time [yr]: 127.00[m (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 [92miteration 636/1000 time [yr]: 127.20[m (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 [92miteration 637/1000 time [yr]: 127.40[m (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 [92miteration 638/1000 time [yr]: 127.60[m (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 [92miteration 639/1000 time [yr]: 127.80[m (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 [92miteration 640/1000 time [yr]: 128.00[m (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 [92miteration 641/1000 time [yr]: 128.20[m (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 [92miteration 642/1000 time [yr]: 128.40[m (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 [92miteration 643/1000 time [yr]: 128.60[m (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 [92miteration 644/1000 time [yr]: 128.80[m (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 [92miteration 645/1000 time [yr]: 129.00[m (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 [92miteration 646/1000 time [yr]: 129.20[m (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 [92miteration 647/1000 time [yr]: 129.40[m (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 [92miteration 648/1000 time [yr]: 129.60[m (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 [92miteration 649/1000 time [yr]: 129.80[m (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 [92miteration 650/1000 time [yr]: 130.00[m (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 [92miteration 651/1000 time [yr]: 130.20[m (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 [92miteration 652/1000 time [yr]: 130.40[m (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 [92miteration 653/1000 time [yr]: 130.60[m (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 [92miteration 654/1000 time [yr]: 130.80[m (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 [92miteration 655/1000 time [yr]: 131.00[m (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 [92miteration 656/1000 time [yr]: 131.20[m (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 [92miteration 657/1000 time [yr]: 131.40[m (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 [92miteration 658/1000 time [yr]: 131.60[m (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 [92miteration 659/1000 time [yr]: 131.80[m (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 [92miteration 660/1000 time [yr]: 132.00[m (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 [92miteration 661/1000 time [yr]: 132.20[m (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 [92miteration 662/1000 time [yr]: 132.40[m (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 [92miteration 663/1000 time [yr]: 132.60[m (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 [92miteration 664/1000 time [yr]: 132.80[m (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 [92miteration 665/1000 time [yr]: 133.00[m (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 [92miteration 666/1000 time [yr]: 133.20[m (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 [92miteration 667/1000 time [yr]: 133.40[m (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 [92miteration 668/1000 time [yr]: 133.60[m (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 [92miteration 669/1000 time [yr]: 133.80[m (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 [92miteration 670/1000 time [yr]: 134.00[m (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 [92miteration 671/1000 time [yr]: 134.20[m (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 [92miteration 672/1000 time [yr]: 134.40[m (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 [92miteration 673/1000 time [yr]: 134.60[m (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 [92miteration 674/1000 time [yr]: 134.80[m (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 [92miteration 675/1000 time [yr]: 135.00[m (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 [92miteration 676/1000 time [yr]: 135.20[m (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 [92miteration 677/1000 time [yr]: 135.40[m (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 [92miteration 678/1000 time [yr]: 135.60[m (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 [92miteration 679/1000 time [yr]: 135.80[m (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 [92miteration 680/1000 time [yr]: 136.00[m (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 [92miteration 681/1000 time [yr]: 136.20[m (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 [92miteration 682/1000 time [yr]: 136.40[m (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 [92miteration 683/1000 time [yr]: 136.60[m (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 [92miteration 684/1000 time [yr]: 136.80[m (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 [92miteration 685/1000 time [yr]: 137.00[m (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 [92miteration 686/1000 time [yr]: 137.20[m (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 [92miteration 687/1000 time [yr]: 137.40[m (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 [92miteration 688/1000 time [yr]: 137.60[m (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 [92miteration 689/1000 time [yr]: 137.80[m (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 [92miteration 690/1000 time [yr]: 138.00[m (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 [92miteration 691/1000 time [yr]: 138.20[m (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 [92miteration 692/1000 time [yr]: 138.40[m (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 [92miteration 693/1000 time [yr]: 138.60[m (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 [92miteration 694/1000 time [yr]: 138.80[m (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 [92miteration 695/1000 time [yr]: 139.00[m (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 [92miteration 696/1000 time [yr]: 139.20[m (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 [92miteration 697/1000 time [yr]: 139.40[m (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 [92miteration 698/1000 time [yr]: 139.60[m (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 [92miteration 699/1000 time [yr]: 139.80[m (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 [92miteration 700/1000 time [yr]: 140.00[m (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 [92miteration 701/1000 time [yr]: 140.20[m (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 [92miteration 702/1000 time [yr]: 140.40[m (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 [92miteration 703/1000 time [yr]: 140.60[m (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 [92miteration 704/1000 time [yr]: 140.80[m (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 [92miteration 705/1000 time [yr]: 141.00[m (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 [92miteration 706/1000 time [yr]: 141.20[m (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 [92miteration 707/1000 time [yr]: 141.40[m (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 [92miteration 708/1000 time [yr]: 141.60[m (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 [92miteration 709/1000 time [yr]: 141.80[m (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 [92miteration 710/1000 time [yr]: 142.00[m (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 [92miteration 711/1000 time [yr]: 142.20[m (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 [92miteration 712/1000 time [yr]: 142.40[m (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 [92miteration 713/1000 time [yr]: 142.60[m (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 [92miteration 714/1000 time [yr]: 142.80[m (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 [92miteration 715/1000 time [yr]: 143.00[m (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 [92miteration 716/1000 time [yr]: 143.20[m (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 [92miteration 717/1000 time [yr]: 143.40[m (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 [92miteration 718/1000 time [yr]: 143.60[m (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 [92miteration 719/1000 time [yr]: 143.80[m (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 [92miteration 720/1000 time [yr]: 144.00[m (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 [92miteration 721/1000 time [yr]: 144.20[m (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 [92miteration 722/1000 time [yr]: 144.40[m (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 [92miteration 723/1000 time [yr]: 144.60[m (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 [92miteration 724/1000 time [yr]: 144.80[m (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 [92miteration 725/1000 time [yr]: 145.00[m (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 [92miteration 726/1000 time [yr]: 145.20[m (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 [92miteration 727/1000 time [yr]: 145.40[m (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 [92miteration 728/1000 time [yr]: 145.60[m (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 [92miteration 729/1000 time [yr]: 145.80[m (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 [92miteration 730/1000 time [yr]: 146.00[m (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 [92miteration 731/1000 time [yr]: 146.20[m (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 [92miteration 732/1000 time [yr]: 146.40[m (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 [92miteration 733/1000 time [yr]: 146.60[m (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 [92miteration 734/1000 time [yr]: 146.80[m (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 [92miteration 735/1000 time [yr]: 147.00[m (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 [92miteration 736/1000 time [yr]: 147.20[m (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 [92miteration 737/1000 time [yr]: 147.40[m (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 [92miteration 738/1000 time [yr]: 147.60[m (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 [92miteration 739/1000 time [yr]: 147.80[m (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 [92miteration 740/1000 time [yr]: 148.00[m (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 [92miteration 741/1000 time [yr]: 148.20[m (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 [92miteration 742/1000 time [yr]: 148.40[m (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 [92miteration 743/1000 time [yr]: 148.60[m (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 [92miteration 744/1000 time [yr]: 148.80[m (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 [92miteration 745/1000 time [yr]: 149.00[m (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 [92miteration 746/1000 time [yr]: 149.20[m (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 [92miteration 747/1000 time [yr]: 149.40[m (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 [92miteration 748/1000 time [yr]: 149.60[m (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 [92miteration 749/1000 time [yr]: 149.80[m (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 [92miteration 750/1000 time [yr]: 150.00[m (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 [92miteration 751/1000 time [yr]: 150.20[m (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 [92miteration 752/1000 time [yr]: 150.40[m (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 [92miteration 753/1000 time [yr]: 150.60[m (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 [92miteration 754/1000 time [yr]: 150.80[m (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 [92miteration 755/1000 time [yr]: 151.00[m (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 [92miteration 756/1000 time [yr]: 151.20[m (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 [92miteration 757/1000 time [yr]: 151.40[m (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 [92miteration 758/1000 time [yr]: 151.60[m (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 [92miteration 759/1000 time [yr]: 151.80[m (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 [92miteration 760/1000 time [yr]: 152.00[m (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 [92miteration 761/1000 time [yr]: 152.20[m (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 [92miteration 762/1000 time [yr]: 152.40[m (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 [92miteration 763/1000 time [yr]: 152.60[m (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 [92miteration 764/1000 time [yr]: 152.80[m (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 [92miteration 765/1000 time [yr]: 153.00[m (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 [92miteration 766/1000 time [yr]: 153.20[m (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 [92miteration 767/1000 time [yr]: 153.40[m (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 [92miteration 768/1000 time [yr]: 153.60[m (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 [92miteration 769/1000 time [yr]: 153.80[m (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 [92miteration 770/1000 time [yr]: 154.00[m (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 [92miteration 771/1000 time [yr]: 154.20[m (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 [92miteration 772/1000 time [yr]: 154.40[m (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 [92miteration 773/1000 time [yr]: 154.60[m (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 [92miteration 774/1000 time [yr]: 154.80[m (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 [92miteration 775/1000 time [yr]: 155.00[m (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 [92miteration 776/1000 time [yr]: 155.20[m (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 [92miteration 777/1000 time [yr]: 155.40[m (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 [92miteration 778/1000 time [yr]: 155.60[m (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 [92miteration 779/1000 time [yr]: 155.80[m (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 [92miteration 780/1000 time [yr]: 156.00[m (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 [92miteration 781/1000 time [yr]: 156.20[m (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 [92miteration 782/1000 time [yr]: 156.40[m (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 [92miteration 783/1000 time [yr]: 156.60[m (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 [92miteration 784/1000 time [yr]: 156.80[m (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 [92miteration 785/1000 time [yr]: 157.00[m (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 [92miteration 786/1000 time [yr]: 157.20[m (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 [92miteration 787/1000 time [yr]: 157.40[m (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 [92miteration 788/1000 time [yr]: 157.60[m (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 [92miteration 789/1000 time [yr]: 157.80[m (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 [92miteration 790/1000 time [yr]: 158.00[m (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 [92miteration 791/1000 time [yr]: 158.20[m (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 [92miteration 792/1000 time [yr]: 158.40[m (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 [92miteration 793/1000 time [yr]: 158.60[m (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 [92miteration 794/1000 time [yr]: 158.80[m (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 [92miteration 795/1000 time [yr]: 159.00[m (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 [92miteration 796/1000 time [yr]: 159.20[m (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 [92miteration 797/1000 time [yr]: 159.40[m (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 [92miteration 798/1000 time [yr]: 159.60[m (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 [92miteration 799/1000 time [yr]: 159.80[m (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 [92miteration 800/1000 time [yr]: 160.00[m (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 [92miteration 801/1000 time [yr]: 160.20[m (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 [92miteration 802/1000 time [yr]: 160.40[m (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 [92miteration 803/1000 time [yr]: 160.60[m (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 [92miteration 804/1000 time [yr]: 160.80[m (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 [92miteration 805/1000 time [yr]: 161.00[m (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 [92miteration 806/1000 time [yr]: 161.20[m (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 [92miteration 807/1000 time [yr]: 161.40[m (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 [92miteration 808/1000 time [yr]: 161.60[m (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 [92miteration 809/1000 time [yr]: 161.80[m (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 [92miteration 810/1000 time [yr]: 162.00[m (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 [92miteration 811/1000 time [yr]: 162.20[m (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 [92miteration 812/1000 time [yr]: 162.40[m (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 [92miteration 813/1000 time [yr]: 162.60[m (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 [92miteration 814/1000 time [yr]: 162.80[m (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 [92miteration 815/1000 time [yr]: 163.00[m (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 [92miteration 816/1000 time [yr]: 163.20[m (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 [92miteration 817/1000 time [yr]: 163.40[m (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 [92miteration 818/1000 time [yr]: 163.60[m (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 [92miteration 819/1000 time [yr]: 163.80[m (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 [92miteration 820/1000 time [yr]: 164.00[m (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 [92miteration 821/1000 time [yr]: 164.20[m (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 [92miteration 822/1000 time [yr]: 164.40[m (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 [92miteration 823/1000 time [yr]: 164.60[m (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 [92miteration 824/1000 time [yr]: 164.80[m (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 [92miteration 825/1000 time [yr]: 165.00[m (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 [92miteration 826/1000 time [yr]: 165.20[m (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 [92miteration 827/1000 time [yr]: 165.40[m (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 [92miteration 828/1000 time [yr]: 165.60[m (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 [92miteration 829/1000 time [yr]: 165.80[m (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 [92miteration 830/1000 time [yr]: 166.00[m (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 [92miteration 831/1000 time [yr]: 166.20[m (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 [92miteration 832/1000 time [yr]: 166.40[m (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 [92miteration 833/1000 time [yr]: 166.60[m (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 [92miteration 834/1000 time [yr]: 166.80[m (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 [92miteration 835/1000 time [yr]: 167.00[m (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 [92miteration 836/1000 time [yr]: 167.20[m (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 [92miteration 837/1000 time [yr]: 167.40[m (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 [92miteration 838/1000 time [yr]: 167.60[m (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 [92miteration 839/1000 time [yr]: 167.80[m (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 [92miteration 840/1000 time [yr]: 168.00[m (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 [92miteration 841/1000 time [yr]: 168.20[m (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 [92miteration 842/1000 time [yr]: 168.40[m (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 [92miteration 843/1000 time [yr]: 168.60[m (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 [92miteration 844/1000 time [yr]: 168.80[m (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 [92miteration 845/1000 time [yr]: 169.00[m (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 [92miteration 846/1000 time [yr]: 169.20[m (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 [92miteration 847/1000 time [yr]: 169.40[m (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 [92miteration 848/1000 time [yr]: 169.60[m (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 [92miteration 849/1000 time [yr]: 169.80[m (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 [92miteration 850/1000 time [yr]: 170.00[m (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 [92miteration 851/1000 time [yr]: 170.20[m (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 [92miteration 852/1000 time [yr]: 170.40[m (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 [92miteration 853/1000 time [yr]: 170.60[m (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 [92miteration 854/1000 time [yr]: 170.80[m (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 [92miteration 855/1000 time [yr]: 171.00[m (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 [92miteration 856/1000 time [yr]: 171.20[m (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 [92miteration 857/1000 time [yr]: 171.40[m (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 [92miteration 858/1000 time [yr]: 171.60[m (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 [92miteration 859/1000 time [yr]: 171.80[m (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 [92miteration 860/1000 time [yr]: 172.00[m (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 [92miteration 861/1000 time [yr]: 172.20[m (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 [92miteration 862/1000 time [yr]: 172.40[m (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 [92miteration 863/1000 time [yr]: 172.60[m (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 [92miteration 864/1000 time [yr]: 172.80[m (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 [92miteration 865/1000 time [yr]: 173.00[m (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 [92miteration 866/1000 time [yr]: 173.20[m (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 [92miteration 867/1000 time [yr]: 173.40[m (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 [92miteration 868/1000 time [yr]: 173.60[m (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 [92miteration 869/1000 time [yr]: 173.80[m (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 [92miteration 870/1000 time [yr]: 174.00[m (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 [92miteration 871/1000 time [yr]: 174.20[m (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 [92miteration 872/1000 time [yr]: 174.40[m (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 [92miteration 873/1000 time [yr]: 174.60[m (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 [92miteration 874/1000 time [yr]: 174.80[m (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 [92miteration 875/1000 time [yr]: 175.00[m (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 [92miteration 876/1000 time [yr]: 175.20[m (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 [92miteration 877/1000 time [yr]: 175.40[m (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 [92miteration 878/1000 time [yr]: 175.60[m (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 [92miteration 879/1000 time [yr]: 175.80[m (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 [92miteration 880/1000 time [yr]: 176.00[m (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 [92miteration 881/1000 time [yr]: 176.20[m (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 [92miteration 882/1000 time [yr]: 176.40[m (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 [92miteration 883/1000 time [yr]: 176.60[m (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 [92miteration 884/1000 time [yr]: 176.80[m (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 [92miteration 885/1000 time [yr]: 177.00[m (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 [92miteration 886/1000 time [yr]: 177.20[m (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 [92miteration 887/1000 time [yr]: 177.40[m (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 [92miteration 888/1000 time [yr]: 177.60[m (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 [92miteration 889/1000 time [yr]: 177.80[m (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 [92miteration 890/1000 time [yr]: 178.00[m (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 [92miteration 891/1000 time [yr]: 178.20[m (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 [92miteration 892/1000 time [yr]: 178.40[m (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 [92miteration 893/1000 time [yr]: 178.60[m (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 [92miteration 894/1000 time [yr]: 178.80[m (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 [92miteration 895/1000 time [yr]: 179.00[m (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 [92miteration 896/1000 time [yr]: 179.20[m (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 [92miteration 897/1000 time [yr]: 179.40[m (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 [92miteration 898/1000 time [yr]: 179.60[m (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 [92miteration 899/1000 time [yr]: 179.80[m (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 [92miteration 900/1000 time [yr]: 180.00[m (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 [92miteration 901/1000 time [yr]: 180.20[m (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 [92miteration 902/1000 time [yr]: 180.40[m (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 [92miteration 903/1000 time [yr]: 180.60[m (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 [92miteration 904/1000 time [yr]: 180.80[m (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 [92miteration 905/1000 time [yr]: 181.00[m (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 [92miteration 906/1000 time [yr]: 181.20[m (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 [92miteration 907/1000 time [yr]: 181.40[m (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 [92miteration 908/1000 time [yr]: 181.60[m (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 [92miteration 909/1000 time [yr]: 181.80[m (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 [92miteration 910/1000 time [yr]: 182.00[m (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 [92miteration 911/1000 time [yr]: 182.20[m (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 [92miteration 912/1000 time [yr]: 182.40[m (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 [92miteration 913/1000 time [yr]: 182.60[m (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 [92miteration 914/1000 time [yr]: 182.80[m (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 [92miteration 915/1000 time [yr]: 183.00[m (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 [92miteration 916/1000 time [yr]: 183.20[m (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 [92miteration 917/1000 time [yr]: 183.40[m (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 [92miteration 918/1000 time [yr]: 183.60[m (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 [92miteration 919/1000 time [yr]: 183.80[m (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 [92miteration 920/1000 time [yr]: 184.00[m (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 [92miteration 921/1000 time [yr]: 184.20[m (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 [92miteration 922/1000 time [yr]: 184.40[m (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 [92miteration 923/1000 time [yr]: 184.60[m (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 [92miteration 924/1000 time [yr]: 184.80[m (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 [92miteration 925/1000 time [yr]: 185.00[m (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 [92miteration 926/1000 time [yr]: 185.20[m (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 [92miteration 927/1000 time [yr]: 185.40[m (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 [92miteration 928/1000 time [yr]: 185.60[m (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 [92miteration 929/1000 time [yr]: 185.80[m (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 [92miteration 930/1000 time [yr]: 186.00[m (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 [92miteration 931/1000 time [yr]: 186.20[m (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 [92miteration 932/1000 time [yr]: 186.40[m (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 [92miteration 933/1000 time [yr]: 186.60[m (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 [92miteration 934/1000 time [yr]: 186.80[m (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 [92miteration 935/1000 time [yr]: 187.00[m (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 [92miteration 936/1000 time [yr]: 187.20[m (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 [92miteration 937/1000 time [yr]: 187.40[m (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 [92miteration 938/1000 time [yr]: 187.60[m (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 [92miteration 939/1000 time [yr]: 187.80[m (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 [92miteration 940/1000 time [yr]: 188.00[m (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 [92miteration 941/1000 time [yr]: 188.20[m (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 [92miteration 942/1000 time [yr]: 188.40[m (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 [92miteration 943/1000 time [yr]: 188.60[m (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 [92miteration 944/1000 time [yr]: 188.80[m (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 [92miteration 945/1000 time [yr]: 189.00[m (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 [92miteration 946/1000 time [yr]: 189.20[m (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 [92miteration 947/1000 time [yr]: 189.40[m (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 [92miteration 948/1000 time [yr]: 189.60[m (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 [92miteration 949/1000 time [yr]: 189.80[m (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 [92miteration 950/1000 time [yr]: 190.00[m (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 [92miteration 951/1000 time [yr]: 190.20[m (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 [92miteration 952/1000 time [yr]: 190.40[m (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 [92miteration 953/1000 time [yr]: 190.60[m (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 [92miteration 954/1000 time [yr]: 190.80[m (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 [92miteration 955/1000 time [yr]: 191.00[m (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 [92miteration 956/1000 time [yr]: 191.20[m (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 [92miteration 957/1000 time [yr]: 191.40[m (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 [92miteration 958/1000 time [yr]: 191.60[m (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 [92miteration 959/1000 time [yr]: 191.80[m (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 [92miteration 960/1000 time [yr]: 192.00[m (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 [92miteration 961/1000 time [yr]: 192.20[m (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 [92miteration 962/1000 time [yr]: 192.40[m (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 [92miteration 963/1000 time [yr]: 192.60[m (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 [92miteration 964/1000 time [yr]: 192.80[m (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 [92miteration 965/1000 time [yr]: 193.00[m (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 [92miteration 966/1000 time [yr]: 193.20[m (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 [92miteration 967/1000 time [yr]: 193.40[m (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 [92miteration 968/1000 time [yr]: 193.60[m (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 [92miteration 969/1000 time [yr]: 193.80[m (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 [92miteration 970/1000 time [yr]: 194.00[m (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 [92miteration 971/1000 time [yr]: 194.20[m (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 [92miteration 972/1000 time [yr]: 194.40[m (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 [92miteration 973/1000 time [yr]: 194.60[m (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 [92miteration 974/1000 time [yr]: 194.80[m (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 [92miteration 975/1000 time [yr]: 195.00[m (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 [92miteration 976/1000 time [yr]: 195.20[m (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 [92miteration 977/1000 time [yr]: 195.40[m (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 [92miteration 978/1000 time [yr]: 195.60[m (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 [92miteration 979/1000 time [yr]: 195.80[m (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 [92miteration 980/1000 time [yr]: 196.00[m (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 [92miteration 981/1000 time [yr]: 196.20[m (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 [92miteration 982/1000 time [yr]: 196.40[m (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 [92miteration 983/1000 time [yr]: 196.60[m (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 [92miteration 984/1000 time [yr]: 196.80[m (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 [92miteration 985/1000 time [yr]: 197.00[m (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 [92miteration 986/1000 time [yr]: 197.20[m (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 [92miteration 987/1000 time [yr]: 197.40[m (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 [92miteration 988/1000 time [yr]: 197.60[m (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 [92miteration 989/1000 time [yr]: 197.80[m (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 [92miteration 990/1000 time [yr]: 198.00[m (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 [92miteration 991/1000 time [yr]: 198.20[m (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 [92miteration 992/1000 time [yr]: 198.40[m (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 [92miteration 993/1000 time [yr]: 198.60[m (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 [92miteration 994/1000 time [yr]: 198.80[m (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 [92miteration 995/1000 time [yr]: 199.00[m (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 [92miteration 996/1000 time [yr]: 199.20[m (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 [92miteration 997/1000 time [yr]: 199.40[m (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 [92miteration 998/1000 time [yr]: 199.60[m (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 [92miteration 999/1000 time [yr]: 199.80[m (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 [92miteration 1000/1000 time [yr]: 200.00[m (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: 0.024726 Total Core solution elapsed time: 198.544 Linear solver elapsed time: 135.859 (68%) Total elapsed time: 0 hrs 3 min 18 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 TemporaryParameterFile19153 (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: 0.026194 Total Core solution elapsed time: 31.7622 Linear solver elapsed time: 23.044 (73%) Total elapsed time: 0 hrs 0 min 31 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 [92miteration 1/100 time [yr]: 0.20[m (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)=2.24407e-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)=2.01531e-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)=2.17269e-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)=2.12346e-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)=1.50937e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 2/100 time [yr]: 0.40[m (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)=2.13685e-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)=2.21857e-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)=1.59193e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 3/100 time [yr]: 0.60[m (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)=2.18437e-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)=1.61201e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 4/100 time [yr]: 0.80[m (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)=2.23002e-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)=2.1307e-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)=1.57428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 5/100 time [yr]: 1.00[m (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)=2.14208e-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)=1.69716e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 6/100 time [yr]: 1.20[m (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)=2.10857e-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)=2.29048e-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)=1.46468e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 7/100 time [yr]: 1.40[m (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)=2.12097e-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)=1.41347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 8/100 time [yr]: 1.60[m (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)=2.18476e-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)=1.43624e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 9/100 time [yr]: 1.80[m (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)=2.21237e-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)=1.41445e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 10/100 time [yr]: 2.00[m (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)=2.1599e-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)=1.58556e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 11/100 time [yr]: 2.20[m (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)=2.14086e-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)=1.27063e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 12/100 time [yr]: 2.40[m (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)=2.0486e-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)=1.58855e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 13/100 time [yr]: 2.60[m (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)=2.11059e-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)=1.68359e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 14/100 time [yr]: 2.80[m (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)=2.23202e-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)=1.41115e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 15/100 time [yr]: 3.00[m (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)=2.05994e-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)=1.47627e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 16/100 time [yr]: 3.20[m (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)=2.26014e-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)=1.58015e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 17/100 time [yr]: 3.40[m (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)=2.08717e-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)=1.54331e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 18/100 time [yr]: 3.60[m (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)=2.07946e-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)=1.78681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 19/100 time [yr]: 3.80[m (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)=2.24938e-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)=1.66975e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 20/100 time [yr]: 4.00[m (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)=2.2377e-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)=1.61385e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 21/100 time [yr]: 4.20[m (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)=2.03856e-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)=1.37634e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 22/100 time [yr]: 4.40[m (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)=2.14774e-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)=1.51413e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 23/100 time [yr]: 4.60[m (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)=2.14578e-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)=1.40269e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 24/100 time [yr]: 4.80[m (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)=2.16075e-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)=1.27135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 25/100 time [yr]: 5.00[m (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)=2.2501e-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)=1.44692e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 26/100 time [yr]: 5.20[m (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)=2.18826e-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)=1.58321e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 27/100 time [yr]: 5.40[m (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)=2.25533e-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)=1.32683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 28/100 time [yr]: 5.60[m (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)=2.15333e-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)=1.5232e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 29/100 time [yr]: 5.80[m (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)=2.30108e-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)=1.43326e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 30/100 time [yr]: 6.00[m (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)=2.21273e-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)=1.62159e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 31/100 time [yr]: 6.20[m (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)=2.05382e-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)=1.57705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 32/100 time [yr]: 6.40[m (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)=2.15835e-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)=1.47306e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 33/100 time [yr]: 6.60[m (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)=2.05376e-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)=1.57081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 34/100 time [yr]: 6.80[m (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)=2.27164e-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)=1.57522e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 35/100 time [yr]: 7.00[m (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)=2.13569e-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)=1.37632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 36/100 time [yr]: 7.20[m (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)=2.10012e-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)=1.34864e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 37/100 time [yr]: 7.40[m (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)=2.15062e-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)=1.43255e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 38/100 time [yr]: 7.60[m (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)=2.11657e-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)=1.34093e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 39/100 time [yr]: 7.80[m (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)=2.17145e-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)=1.58929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 40/100 time [yr]: 8.00[m (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)=2.15742e-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)=1.59985e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 41/100 time [yr]: 8.20[m (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)=2.07141e-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)=1.83743e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 42/100 time [yr]: 8.40[m (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)=2.22401e-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)=1.51632e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 43/100 time [yr]: 8.60[m (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)=2.2681e-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)=1.58089e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 44/100 time [yr]: 8.80[m (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)=2.42316e-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)=1.56608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 45/100 time [yr]: 9.00[m (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)=2.12656e-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)=1.71242e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 46/100 time [yr]: 9.20[m (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)=2.19695e-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)=1.61608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 47/100 time [yr]: 9.40[m (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)=2.11162e-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)=1.56638e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 48/100 time [yr]: 9.60[m (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)=2.24233e-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)=1.60344e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 49/100 time [yr]: 9.80[m (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)=2.04616e-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)=1.36485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 50/100 time [yr]: 10.00[m (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)=2.09e-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)=1.44515e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 51/100 time [yr]: 10.20[m (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)=2.29755e-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)=1.39561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 52/100 time [yr]: 10.40[m (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)=2.30729e-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)=1.62277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 53/100 time [yr]: 10.60[m (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)=2.26149e-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)=1.85421e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 54/100 time [yr]: 10.80[m (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)=2.06119e-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)=1.26253e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 55/100 time [yr]: 11.00[m (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)=2.2519e-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)=1.56789e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 56/100 time [yr]: 11.20[m (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)=2.21516e-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)=1.63446e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 57/100 time [yr]: 11.40[m (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)=2.08601e-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)=1.57491e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 58/100 time [yr]: 11.60[m (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)=2.10567e-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)=1.45308e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 59/100 time [yr]: 11.80[m (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)=2.10018e-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)=1.31619e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 60/100 time [yr]: 12.00[m (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)=2.12599e-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)=1.87006e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 61/100 time [yr]: 12.20[m (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)=2.21306e-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)=1.56833e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 62/100 time [yr]: 12.40[m (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)=2.05208e-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)=1.46233e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 63/100 time [yr]: 12.60[m (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)=2.25347e-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)=1.43529e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 64/100 time [yr]: 12.80[m (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)=2.20402e-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)=1.47539e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 65/100 time [yr]: 13.00[m (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)=2.10572e-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)=1.40986e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 66/100 time [yr]: 13.20[m (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)=2.14382e-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)=1.59112e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 67/100 time [yr]: 13.40[m (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)=2.16491e-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)=1.54471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 68/100 time [yr]: 13.60[m (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)=2.23971e-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)=1.48052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 69/100 time [yr]: 13.80[m (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)=2.24346e-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)=1.62176e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 70/100 time [yr]: 14.00[m (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)=2.29374e-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)=1.32084e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 71/100 time [yr]: 14.20[m (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)=2.20663e-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)=1.56603e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 72/100 time [yr]: 14.40[m (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)=2.12807e-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)=1.67383e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 73/100 time [yr]: 14.60[m (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)=2.05066e-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)=1.70174e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 74/100 time [yr]: 14.80[m (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)=2.06833e-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)=1.3623e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 75/100 time [yr]: 15.00[m (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)=2.13729e-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)=1.56276e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 76/100 time [yr]: 15.20[m (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)=2.13356e-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)=1.32578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 77/100 time [yr]: 15.40[m (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)=2.14629e-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)=1.57818e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 78/100 time [yr]: 15.60[m (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)=2.27285e-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)=1.47785e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 79/100 time [yr]: 15.80[m (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)=2.38189e-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)=1.38583e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 80/100 time [yr]: 16.00[m (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)=2.20911e-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)=1.37361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 81/100 time [yr]: 16.20[m (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)=2.1912e-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)=1.65422e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 82/100 time [yr]: 16.40[m (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)=2.08875e-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)=1.89802e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 83/100 time [yr]: 16.60[m (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)=2.21414e-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)=1.63069e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 84/100 time [yr]: 16.80[m (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)=2.14008e-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)=1.63337e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 85/100 time [yr]: 17.00[m (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)=2.24603e-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)=1.48578e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 86/100 time [yr]: 17.20[m (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)=2.10784e-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)=1.463e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 87/100 time [yr]: 17.40[m (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)=2.12776e-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)=1.4431e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 88/100 time [yr]: 17.60[m (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)=2.27192e-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)=1.80518e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 89/100 time [yr]: 17.80[m (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)=2.23944e-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)=1.52786e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 90/100 time [yr]: 18.00[m (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)=2.14191e-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)=1.82501e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 91/100 time [yr]: 18.20[m (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)=2.20052e-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)=1.6096e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 92/100 time [yr]: 18.40[m (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)=2.03066e-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)=1.4122e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 93/100 time [yr]: 18.60[m (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)=2.18966e-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)=1.87877e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 94/100 time [yr]: 18.80[m (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)=2.35619e-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)=1.46943e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 95/100 time [yr]: 19.00[m (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)=2.21775e-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)=1.59148e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 96/100 time [yr]: 19.20[m (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)=2.1364e-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)=1.43788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 97/100 time [yr]: 19.40[m (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)=2.28408e-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)=1.5509e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 98/100 time [yr]: 19.60[m (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)=2.0994e-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)=1.65669e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 99/100 time [yr]: 19.80[m (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)=2.17669e-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)=1.56755e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results [92miteration 100/100 time [yr]: 20.00[m (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)=2.29164e-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)=1.41722e-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: 0.027018 Total Core solution elapsed time: 12.7134 Linear solver elapsed time: 8.15608 (64%) Total elapsed time: 0 hrs 0 min 12 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 [92miteration 1/1000 time [yr]: 0.20[m (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 [92miteration 2/1000 time [yr]: 0.40[m (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 [92miteration 3/1000 time [yr]: 0.60[m (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 [92miteration 4/1000 time [yr]: 0.80[m (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 [92miteration 5/1000 time [yr]: 1.00[m (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 [92miteration 6/1000 time [yr]: 1.20[m (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 [92miteration 7/1000 time [yr]: 1.40[m (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 [92miteration 8/1000 time [yr]: 1.60[m (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 [92miteration 9/1000 time [yr]: 1.80[m (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 [92miteration 10/1000 time [yr]: 2.00[m (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 [92miteration 11/1000 time [yr]: 2.20[m (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 [92miteration 12/1000 time [yr]: 2.40[m (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 [92miteration 13/1000 time [yr]: 2.60[m (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 [92miteration 14/1000 time [yr]: 2.80[m (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 [92miteration 15/1000 time [yr]: 3.00[m (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 [92miteration 16/1000 time [yr]: 3.20[m (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 [92miteration 17/1000 time [yr]: 3.40[m (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 [92miteration 18/1000 time [yr]: 3.60[m (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 [92miteration 19/1000 time [yr]: 3.80[m (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 [92miteration 20/1000 time [yr]: 4.00[m (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 [92miteration 21/1000 time [yr]: 4.20[m (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 [92miteration 22/1000 time [yr]: 4.40[m (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 [92miteration 23/1000 time [yr]: 4.60[m (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 [92miteration 24/1000 time [yr]: 4.80[m (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 [92miteration 25/1000 time [yr]: 5.00[m (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 [92miteration 26/1000 time [yr]: 5.20[m (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 [92miteration 27/1000 time [yr]: 5.40[m (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 [92miteration 28/1000 time [yr]: 5.60[m (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 [92miteration 29/1000 time [yr]: 5.80[m (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 [92miteration 30/1000 time [yr]: 6.00[m (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 [92miteration 31/1000 time [yr]: 6.20[m (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 [92miteration 32/1000 time [yr]: 6.40[m (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 [92miteration 33/1000 time [yr]: 6.60[m (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 [92miteration 34/1000 time [yr]: 6.80[m (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 [92miteration 35/1000 time [yr]: 7.00[m (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 [92miteration 36/1000 time [yr]: 7.20[m (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 [92miteration 37/1000 time [yr]: 7.40[m (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 [92miteration 38/1000 time [yr]: 7.60[m (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 [92miteration 39/1000 time [yr]: 7.80[m (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 [92miteration 40/1000 time [yr]: 8.00[m (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 [92miteration 41/1000 time [yr]: 8.20[m (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 [92miteration 42/1000 time [yr]: 8.40[m (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 [92miteration 43/1000 time [yr]: 8.60[m (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 [92miteration 44/1000 time [yr]: 8.80[m (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 [92miteration 45/1000 time [yr]: 9.00[m (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 [92miteration 46/1000 time [yr]: 9.20[m (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 [92miteration 47/1000 time [yr]: 9.40[m (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 [92miteration 48/1000 time [yr]: 9.60[m (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 [92miteration 49/1000 time [yr]: 9.80[m (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 [92miteration 50/1000 time [yr]: 10.00[m (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 [92miteration 51/1000 time [yr]: 10.20[m (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 [92miteration 52/1000 time [yr]: 10.40[m (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 [92miteration 53/1000 time [yr]: 10.60[m (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 [92miteration 54/1000 time [yr]: 10.80[m (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 [92miteration 55/1000 time [yr]: 11.00[m (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 [92miteration 56/1000 time [yr]: 11.20[m (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 [92miteration 57/1000 time [yr]: 11.40[m (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 [92miteration 58/1000 time [yr]: 11.60[m (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 [92miteration 59/1000 time [yr]: 11.80[m (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 [92miteration 60/1000 time [yr]: 12.00[m (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 [92miteration 61/1000 time [yr]: 12.20[m (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 [92miteration 62/1000 time [yr]: 12.40[m (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 [92miteration 63/1000 time [yr]: 12.60[m (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 [92miteration 64/1000 time [yr]: 12.80[m (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 [92miteration 65/1000 time [yr]: 13.00[m (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 [92miteration 66/1000 time [yr]: 13.20[m (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 [92miteration 67/1000 time [yr]: 13.40[m (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 [92miteration 68/1000 time [yr]: 13.60[m (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 [92miteration 69/1000 time [yr]: 13.80[m (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 [92miteration 70/1000 time [yr]: 14.00[m (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 [92miteration 71/1000 time [yr]: 14.20[m (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 [92miteration 72/1000 time [yr]: 14.40[m (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 [92miteration 73/1000 time [yr]: 14.60[m (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 [92miteration 74/1000 time [yr]: 14.80[m (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 [92miteration 75/1000 time [yr]: 15.00[m (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 [92miteration 76/1000 time [yr]: 15.20[m (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 [92miteration 77/1000 time [yr]: 15.40[m (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 [92miteration 78/1000 time [yr]: 15.60[m (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 [92miteration 79/1000 time [yr]: 15.80[m (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 [92miteration 80/1000 time [yr]: 16.00[m (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 [92miteration 81/1000 time [yr]: 16.20[m (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 [92miteration 82/1000 time [yr]: 16.40[m (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 [92miteration 83/1000 time [yr]: 16.60[m (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 [92miteration 84/1000 time [yr]: 16.80[m (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 [92miteration 85/1000 time [yr]: 17.00[m (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 [92miteration 86/1000 time [yr]: 17.20[m (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 [92miteration 87/1000 time [yr]: 17.40[m (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 [92miteration 88/1000 time [yr]: 17.60[m (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 [92miteration 89/1000 time [yr]: 17.80[m (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 [92miteration 90/1000 time [yr]: 18.00[m (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 [92miteration 91/1000 time [yr]: 18.20[m (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 [92miteration 92/1000 time [yr]: 18.40[m (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 [92miteration 93/1000 time [yr]: 18.60[m (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 [92miteration 94/1000 time [yr]: 18.80[m (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 [92miteration 95/1000 time [yr]: 19.00[m (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 [92miteration 96/1000 time [yr]: 19.20[m (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 [92miteration 97/1000 time [yr]: 19.40[m (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 [92miteration 98/1000 time [yr]: 19.60[m (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 [92miteration 99/1000 time [yr]: 19.80[m (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 [92miteration 100/1000 time [yr]: 20.00[m (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 [92miteration 101/1000 time [yr]: 20.20[m (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 [92miteration 102/1000 time [yr]: 20.40[m (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 [92miteration 103/1000 time [yr]: 20.60[m (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 [92miteration 104/1000 time [yr]: 20.80[m (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 [92miteration 105/1000 time [yr]: 21.00[m (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 [92miteration 106/1000 time [yr]: 21.20[m (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 [92miteration 107/1000 time [yr]: 21.40[m (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 [92miteration 108/1000 time [yr]: 21.60[m (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 [92miteration 109/1000 time [yr]: 21.80[m (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 [92miteration 110/1000 time [yr]: 22.00[m (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 [92miteration 111/1000 time [yr]: 22.20[m (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 [92miteration 112/1000 time [yr]: 22.40[m (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 [92miteration 113/1000 time [yr]: 22.60[m (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 [92miteration 114/1000 time [yr]: 22.80[m (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 [92miteration 115/1000 time [yr]: 23.00[m (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 [92miteration 116/1000 time [yr]: 23.20[m (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 [92miteration 117/1000 time [yr]: 23.40[m (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 [92miteration 118/1000 time [yr]: 23.60[m (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 [92miteration 119/1000 time [yr]: 23.80[m (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 [92miteration 120/1000 time [yr]: 24.00[m (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 [92miteration 121/1000 time [yr]: 24.20[m (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 [92miteration 122/1000 time [yr]: 24.40[m (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 [92miteration 123/1000 time [yr]: 24.60[m (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 [92miteration 124/1000 time [yr]: 24.80[m (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 [92miteration 125/1000 time [yr]: 25.00[m (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 [92miteration 126/1000 time [yr]: 25.20[m (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 [92miteration 127/1000 time [yr]: 25.40[m (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 [92miteration 128/1000 time [yr]: 25.60[m (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 [92miteration 129/1000 time [yr]: 25.80[m (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 [92miteration 130/1000 time [yr]: 26.00[m (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 [92miteration 131/1000 time [yr]: 26.20[m (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 [92miteration 132/1000 time [yr]: 26.40[m (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 [92miteration 133/1000 time [yr]: 26.60[m (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 [92miteration 134/1000 time [yr]: 26.80[m (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 [92miteration 135/1000 time [yr]: 27.00[m (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 [92miteration 136/1000 time [yr]: 27.20[m (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 [92miteration 137/1000 time [yr]: 27.40[m (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 [92miteration 138/1000 time [yr]: 27.60[m (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 [92miteration 139/1000 time [yr]: 27.80[m (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 [92miteration 140/1000 time [yr]: 28.00[m (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 [92miteration 141/1000 time [yr]: 28.20[m (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 [92miteration 142/1000 time [yr]: 28.40[m (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 [92miteration 143/1000 time [yr]: 28.60[m (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 [92miteration 144/1000 time [yr]: 28.80[m (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 [92miteration 145/1000 time [yr]: 29.00[m (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 [92miteration 146/1000 time [yr]: 29.20[m (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 [92miteration 147/1000 time [yr]: 29.40[m (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 [92miteration 148/1000 time [yr]: 29.60[m (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 [92miteration 149/1000 time [yr]: 29.80[m (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 [92miteration 150/1000 time [yr]: 30.00[m (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 [92miteration 151/1000 time [yr]: 30.20[m (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 [92miteration 152/1000 time [yr]: 30.40[m (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 [92miteration 153/1000 time [yr]: 30.60[m (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 [92miteration 154/1000 time [yr]: 30.80[m (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 [92miteration 155/1000 time [yr]: 31.00[m (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 [92miteration 156/1000 time [yr]: 31.20[m (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 [92miteration 157/1000 time [yr]: 31.40[m (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 [92miteration 158/1000 time [yr]: 31.60[m (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 [92miteration 159/1000 time [yr]: 31.80[m (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 [92miteration 160/1000 time [yr]: 32.00[m (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 [92miteration 161/1000 time [yr]: 32.20[m (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 [92miteration 162/1000 time [yr]: 32.40[m (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 [92miteration 163/1000 time [yr]: 32.60[m (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 [92miteration 164/1000 time [yr]: 32.80[m (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 [92miteration 165/1000 time [yr]: 33.00[m (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 [92miteration 166/1000 time [yr]: 33.20[m (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 [92miteration 167/1000 time [yr]: 33.40[m (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 [92miteration 168/1000 time [yr]: 33.60[m (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 [92miteration 169/1000 time [yr]: 33.80[m (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 [92miteration 170/1000 time [yr]: 34.00[m (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 [92miteration 171/1000 time [yr]: 34.20[m (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 [92miteration 172/1000 time [yr]: 34.40[m (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 [92miteration 173/1000 time [yr]: 34.60[m (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 [92miteration 174/1000 time [yr]: 34.80[m (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 [92miteration 175/1000 time [yr]: 35.00[m (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 [92miteration 176/1000 time [yr]: 35.20[m (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 [92miteration 177/1000 time [yr]: 35.40[m (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 [92miteration 178/1000 time [yr]: 35.60[m (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 [92miteration 179/1000 time [yr]: 35.80[m (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 [92miteration 180/1000 time [yr]: 36.00[m (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 [92miteration 181/1000 time [yr]: 36.20[m (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 [92miteration 182/1000 time [yr]: 36.40[m (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 [92miteration 183/1000 time [yr]: 36.60[m (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 [92miteration 184/1000 time [yr]: 36.80[m (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 [92miteration 185/1000 time [yr]: 37.00[m (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 [92miteration 186/1000 time [yr]: 37.20[m (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 [92miteration 187/1000 time [yr]: 37.40[m (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 [92miteration 188/1000 time [yr]: 37.60[m (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 [92miteration 189/1000 time [yr]: 37.80[m (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 [92miteration 190/1000 time [yr]: 38.00[m (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 [92miteration 191/1000 time [yr]: 38.20[m (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 [92miteration 192/1000 time [yr]: 38.40[m (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 [92miteration 193/1000 time [yr]: 38.60[m (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 [92miteration 194/1000 time [yr]: 38.80[m (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 [92miteration 195/1000 time [yr]: 39.00[m (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 [92miteration 196/1000 time [yr]: 39.20[m (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 [92miteration 197/1000 time [yr]: 39.40[m (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 [92miteration 198/1000 time [yr]: 39.60[m (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 [92miteration 199/1000 time [yr]: 39.80[m (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 [92miteration 200/1000 time [yr]: 40.00[m (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 [92miteration 201/1000 time [yr]: 40.20[m (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 [92miteration 202/1000 time [yr]: 40.40[m (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 [92miteration 203/1000 time [yr]: 40.60[m (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 [92miteration 204/1000 time [yr]: 40.80[m (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 [92miteration 205/1000 time [yr]: 41.00[m (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 [92miteration 206/1000 time [yr]: 41.20[m (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 [92miteration 207/1000 time [yr]: 41.40[m (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 [92miteration 208/1000 time [yr]: 41.60[m (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 [92miteration 209/1000 time [yr]: 41.80[m (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 [92miteration 210/1000 time [yr]: 42.00[m (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 [92miteration 211/1000 time [yr]: 42.20[m (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 [92miteration 212/1000 time [yr]: 42.40[m (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 [92miteration 213/1000 time [yr]: 42.60[m (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 [92miteration 214/1000 time [yr]: 42.80[m (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 [92miteration 215/1000 time [yr]: 43.00[m (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 [92miteration 216/1000 time [yr]: 43.20[m (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 [92miteration 217/1000 time [yr]: 43.40[m (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 [92miteration 218/1000 time [yr]: 43.60[m (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 [92miteration 219/1000 time [yr]: 43.80[m (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 [92miteration 220/1000 time [yr]: 44.00[m (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 [92miteration 221/1000 time [yr]: 44.20[m (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 [92miteration 222/1000 time [yr]: 44.40[m (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 [92miteration 223/1000 time [yr]: 44.60[m (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 [92miteration 224/1000 time [yr]: 44.80[m (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 [92miteration 225/1000 time [yr]: 45.00[m (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 [92miteration 226/1000 time [yr]: 45.20[m (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 [92miteration 227/1000 time [yr]: 45.40[m (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 [92miteration 228/1000 time [yr]: 45.60[m (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 [92miteration 229/1000 time [yr]: 45.80[m (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 [92miteration 230/1000 time [yr]: 46.00[m (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 [92miteration 231/1000 time [yr]: 46.20[m (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 [92miteration 232/1000 time [yr]: 46.40[m (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 [92miteration 233/1000 time [yr]: 46.60[m (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 [92miteration 234/1000 time [yr]: 46.80[m (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 [92miteration 235/1000 time [yr]: 47.00[m (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 [92miteration 236/1000 time [yr]: 47.20[m (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 [92miteration 237/1000 time [yr]: 47.40[m (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 [92miteration 238/1000 time [yr]: 47.60[m (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 [92miteration 239/1000 time [yr]: 47.80[m (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 [92miteration 240/1000 time [yr]: 48.00[m (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 [92miteration 241/1000 time [yr]: 48.20[m (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 [92miteration 242/1000 time [yr]: 48.40[m (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 [92miteration 243/1000 time [yr]: 48.60[m (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 [92miteration 244/1000 time [yr]: 48.80[m (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 [92miteration 245/1000 time [yr]: 49.00[m (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 [92miteration 246/1000 time [yr]: 49.20[m (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 [92miteration 247/1000 time [yr]: 49.40[m (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 [92miteration 248/1000 time [yr]: 49.60[m (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 [92miteration 249/1000 time [yr]: 49.80[m (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 [92miteration 250/1000 time [yr]: 50.00[m (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 [92miteration 251/1000 time [yr]: 50.20[m (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 [92miteration 252/1000 time [yr]: 50.40[m (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 [92miteration 253/1000 time [yr]: 50.60[m (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 [92miteration 254/1000 time [yr]: 50.80[m (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 [92miteration 255/1000 time [yr]: 51.00[m (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 [92miteration 256/1000 time [yr]: 51.20[m (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 [92miteration 257/1000 time [yr]: 51.40[m (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 [92miteration 258/1000 time [yr]: 51.60[m (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 [92miteration 259/1000 time [yr]: 51.80[m (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 [92miteration 260/1000 time [yr]: 52.00[m (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 [92miteration 261/1000 time [yr]: 52.20[m (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 [92miteration 262/1000 time [yr]: 52.40[m (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 [92miteration 263/1000 time [yr]: 52.60[m (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 [92miteration 264/1000 time [yr]: 52.80[m (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 [92miteration 265/1000 time [yr]: 53.00[m (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 [92miteration 266/1000 time [yr]: 53.20[m (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 [92miteration 267/1000 time [yr]: 53.40[m (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 [92miteration 268/1000 time [yr]: 53.60[m (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 [92miteration 269/1000 time [yr]: 53.80[m (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 [92miteration 270/1000 time [yr]: 54.00[m (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 [92miteration 271/1000 time [yr]: 54.20[m (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 [92miteration 272/1000 time [yr]: 54.40[m (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 [92miteration 273/1000 time [yr]: 54.60[m (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 [92miteration 274/1000 time [yr]: 54.80[m (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 [92miteration 275/1000 time [yr]: 55.00[m (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 [92miteration 276/1000 time [yr]: 55.20[m (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 [92miteration 277/1000 time [yr]: 55.40[m (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 [92miteration 278/1000 time [yr]: 55.60[m (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 [92miteration 279/1000 time [yr]: 55.80[m (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 [92miteration 280/1000 time [yr]: 56.00[m (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 [92miteration 281/1000 time [yr]: 56.20[m (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 [92miteration 282/1000 time [yr]: 56.40[m (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 [92miteration 283/1000 time [yr]: 56.60[m (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 [92miteration 284/1000 time [yr]: 56.80[m (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 [92miteration 285/1000 time [yr]: 57.00[m (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 [92miteration 286/1000 time [yr]: 57.20[m (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 [92miteration 287/1000 time [yr]: 57.40[m (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 [92miteration 288/1000 time [yr]: 57.60[m (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 [92miteration 289/1000 time [yr]: 57.80[m (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 [92miteration 290/1000 time [yr]: 58.00[m (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 [92miteration 291/1000 time [yr]: 58.20[m (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 [92miteration 292/1000 time [yr]: 58.40[m (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 [92miteration 293/1000 time [yr]: 58.60[m (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 [92miteration 294/1000 time [yr]: 58.80[m (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 [92miteration 295/1000 time [yr]: 59.00[m (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 [92miteration 296/1000 time [yr]: 59.20[m (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 [92miteration 297/1000 time [yr]: 59.40[m (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 [92miteration 298/1000 time [yr]: 59.60[m (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 [92miteration 299/1000 time [yr]: 59.80[m (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 [92miteration 300/1000 time [yr]: 60.00[m (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 [92miteration 301/1000 time [yr]: 60.20[m (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 [92miteration 302/1000 time [yr]: 60.40[m (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 [92miteration 303/1000 time [yr]: 60.60[m (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 [92miteration 304/1000 time [yr]: 60.80[m (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 [92miteration 305/1000 time [yr]: 61.00[m (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 [92miteration 306/1000 time [yr]: 61.20[m (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 [92miteration 307/1000 time [yr]: 61.40[m (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 [92miteration 308/1000 time [yr]: 61.60[m (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 [92miteration 309/1000 time [yr]: 61.80[m (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 [92miteration 310/1000 time [yr]: 62.00[m (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 [92miteration 311/1000 time [yr]: 62.20[m (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 [92miteration 312/1000 time [yr]: 62.40[m (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 [92miteration 313/1000 time [yr]: 62.60[m (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 [92miteration 314/1000 time [yr]: 62.80[m (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 [92miteration 315/1000 time [yr]: 63.00[m (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 [92miteration 316/1000 time [yr]: 63.20[m (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 [92miteration 317/1000 time [yr]: 63.40[m (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 [92miteration 318/1000 time [yr]: 63.60[m (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 [92miteration 319/1000 time [yr]: 63.80[m (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 [92miteration 320/1000 time [yr]: 64.00[m (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 [92miteration 321/1000 time [yr]: 64.20[m (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 [92miteration 322/1000 time [yr]: 64.40[m (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 [92miteration 323/1000 time [yr]: 64.60[m (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 [92miteration 324/1000 time [yr]: 64.80[m (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 [92miteration 325/1000 time [yr]: 65.00[m (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 [92miteration 326/1000 time [yr]: 65.20[m (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 [92miteration 327/1000 time [yr]: 65.40[m (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 [92miteration 328/1000 time [yr]: 65.60[m (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 [92miteration 329/1000 time [yr]: 65.80[m (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 [92miteration 330/1000 time [yr]: 66.00[m (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 [92miteration 331/1000 time [yr]: 66.20[m (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 [92miteration 332/1000 time [yr]: 66.40[m (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 [92miteration 333/1000 time [yr]: 66.60[m (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 [92miteration 334/1000 time [yr]: 66.80[m (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 [92miteration 335/1000 time [yr]: 67.00[m (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 [92miteration 336/1000 time [yr]: 67.20[m (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 [92miteration 337/1000 time [yr]: 67.40[m (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 [92miteration 338/1000 time [yr]: 67.60[m (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 [92miteration 339/1000 time [yr]: 67.80[m (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 [92miteration 340/1000 time [yr]: 68.00[m (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 [92miteration 341/1000 time [yr]: 68.20[m (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 [92miteration 342/1000 time [yr]: 68.40[m (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 [92miteration 343/1000 time [yr]: 68.60[m (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 [92miteration 344/1000 time [yr]: 68.80[m (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 [92miteration 345/1000 time [yr]: 69.00[m (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 [92miteration 346/1000 time [yr]: 69.20[m (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 [92miteration 347/1000 time [yr]: 69.40[m (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 [92miteration 348/1000 time [yr]: 69.60[m (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 [92miteration 349/1000 time [yr]: 69.80[m (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 [92miteration 350/1000 time [yr]: 70.00[m (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 [92miteration 351/1000 time [yr]: 70.20[m (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 [92miteration 352/1000 time [yr]: 70.40[m (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 [92miteration 353/1000 time [yr]: 70.60[m (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 [92miteration 354/1000 time [yr]: 70.80[m (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 [92miteration 355/1000 time [yr]: 71.00[m (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 [92miteration 356/1000 time [yr]: 71.20[m (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 [92miteration 357/1000 time [yr]: 71.40[m (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 [92miteration 358/1000 time [yr]: 71.60[m (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 [92miteration 359/1000 time [yr]: 71.80[m (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 [92miteration 360/1000 time [yr]: 72.00[m (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 [92miteration 361/1000 time [yr]: 72.20[m (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 [92miteration 362/1000 time [yr]: 72.40[m (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 [92miteration 363/1000 time [yr]: 72.60[m (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 [92miteration 364/1000 time [yr]: 72.80[m (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 [92miteration 365/1000 time [yr]: 73.00[m (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 [92miteration 366/1000 time [yr]: 73.20[m (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 [92miteration 367/1000 time [yr]: 73.40[m (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 [92miteration 368/1000 time [yr]: 73.60[m (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 [92miteration 369/1000 time [yr]: 73.80[m (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 [92miteration 370/1000 time [yr]: 74.00[m (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 [92miteration 371/1000 time [yr]: 74.20[m (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 [92miteration 372/1000 time [yr]: 74.40[m (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 [92miteration 373/1000 time [yr]: 74.60[m (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 [92miteration 374/1000 time [yr]: 74.80[m (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 [92miteration 375/1000 time [yr]: 75.00[m (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 [92miteration 376/1000 time [yr]: 75.20[m (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 [92miteration 377/1000 time [yr]: 75.40[m (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 [92miteration 378/1000 time [yr]: 75.60[m (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 [92miteration 379/1000 time [yr]: 75.80[m (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 [92miteration 380/1000 time [yr]: 76.00[m (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 [92miteration 381/1000 time [yr]: 76.20[m (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 [92miteration 382/1000 time [yr]: 76.40[m (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 [92miteration 383/1000 time [yr]: 76.60[m (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 [92miteration 384/1000 time [yr]: 76.80[m (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 [92miteration 385/1000 time [yr]: 77.00[m (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 [92miteration 386/1000 time [yr]: 77.20[m (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 [92miteration 387/1000 time [yr]: 77.40[m (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 [92miteration 388/1000 time [yr]: 77.60[m (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 [92miteration 389/1000 time [yr]: 77.80[m (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 [92miteration 390/1000 time [yr]: 78.00[m (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 [92miteration 391/1000 time [yr]: 78.20[m (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 [92miteration 392/1000 time [yr]: 78.40[m (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 [92miteration 393/1000 time [yr]: 78.60[m (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 [92miteration 394/1000 time [yr]: 78.80[m (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 [92miteration 395/1000 time [yr]: 79.00[m (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 [92miteration 396/1000 time [yr]: 79.20[m (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 [92miteration 397/1000 time [yr]: 79.40[m (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 [92miteration 398/1000 time [yr]: 79.60[m (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 [92miteration 399/1000 time [yr]: 79.80[m (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 [92miteration 400/1000 time [yr]: 80.00[m (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 [92miteration 401/1000 time [yr]: 80.20[m (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 [92miteration 402/1000 time [yr]: 80.40[m (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 [92miteration 403/1000 time [yr]: 80.60[m (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 [92miteration 404/1000 time [yr]: 80.80[m (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 [92miteration 405/1000 time [yr]: 81.00[m (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 [92miteration 406/1000 time [yr]: 81.20[m (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 [92miteration 407/1000 time [yr]: 81.40[m (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 [92miteration 408/1000 time [yr]: 81.60[m (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 [92miteration 409/1000 time [yr]: 81.80[m (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 [92miteration 410/1000 time [yr]: 82.00[m (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 [92miteration 411/1000 time [yr]: 82.20[m (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 [92miteration 412/1000 time [yr]: 82.40[m (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 [92miteration 413/1000 time [yr]: 82.60[m (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 [92miteration 414/1000 time [yr]: 82.80[m (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 [92miteration 415/1000 time [yr]: 83.00[m (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 [92miteration 416/1000 time [yr]: 83.20[m (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 [92miteration 417/1000 time [yr]: 83.40[m (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 [92miteration 418/1000 time [yr]: 83.60[m (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 [92miteration 419/1000 time [yr]: 83.80[m (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 [92miteration 420/1000 time [yr]: 84.00[m (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 [92miteration 421/1000 time [yr]: 84.20[m (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 [92miteration 422/1000 time [yr]: 84.40[m (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 [92miteration 423/1000 time [yr]: 84.60[m (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 [92miteration 424/1000 time [yr]: 84.80[m (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 [92miteration 425/1000 time [yr]: 85.00[m (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 [92miteration 426/1000 time [yr]: 85.20[m (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 [92miteration 427/1000 time [yr]: 85.40[m (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 [92miteration 428/1000 time [yr]: 85.60[m (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 [92miteration 429/1000 time [yr]: 85.80[m (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 [92miteration 430/1000 time [yr]: 86.00[m (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 [92miteration 431/1000 time [yr]: 86.20[m (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 [92miteration 432/1000 time [yr]: 86.40[m (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 [92miteration 433/1000 time [yr]: 86.60[m (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 [92miteration 434/1000 time [yr]: 86.80[m (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 [92miteration 435/1000 time [yr]: 87.00[m (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 [92miteration 436/1000 time [yr]: 87.20[m (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 [92miteration 437/1000 time [yr]: 87.40[m (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 [92miteration 438/1000 time [yr]: 87.60[m (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 [92miteration 439/1000 time [yr]: 87.80[m (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 [92miteration 440/1000 time [yr]: 88.00[m (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 [92miteration 441/1000 time [yr]: 88.20[m (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 [92miteration 442/1000 time [yr]: 88.40[m (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 [92miteration 443/1000 time [yr]: 88.60[m (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 [92miteration 444/1000 time [yr]: 88.80[m (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 [92miteration 445/1000 time [yr]: 89.00[m (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 [92miteration 446/1000 time [yr]: 89.20[m (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 [92miteration 447/1000 time [yr]: 89.40[m (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 [92miteration 448/1000 time [yr]: 89.60[m (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 [92miteration 449/1000 time [yr]: 89.80[m (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 [92miteration 450/1000 time [yr]: 90.00[m (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 [92miteration 451/1000 time [yr]: 90.20[m (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 [92miteration 452/1000 time [yr]: 90.40[m (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 [92miteration 453/1000 time [yr]: 90.60[m (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 [92miteration 454/1000 time [yr]: 90.80[m (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 [92miteration 455/1000 time [yr]: 91.00[m (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 [92miteration 456/1000 time [yr]: 91.20[m (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 [92miteration 457/1000 time [yr]: 91.40[m (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 [92miteration 458/1000 time [yr]: 91.60[m (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 [92miteration 459/1000 time [yr]: 91.80[m (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 [92miteration 460/1000 time [yr]: 92.00[m (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 [92miteration 461/1000 time [yr]: 92.20[m (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 [92miteration 462/1000 time [yr]: 92.40[m (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 [92miteration 463/1000 time [yr]: 92.60[m (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 [92miteration 464/1000 time [yr]: 92.80[m (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 [92miteration 465/1000 time [yr]: 93.00[m (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 [92miteration 466/1000 time [yr]: 93.20[m (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 [92miteration 467/1000 time [yr]: 93.40[m (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 [92miteration 468/1000 time [yr]: 93.60[m (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 [92miteration 469/1000 time [yr]: 93.80[m (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 [92miteration 470/1000 time [yr]: 94.00[m (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 [92miteration 471/1000 time [yr]: 94.20[m (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 [92miteration 472/1000 time [yr]: 94.40[m (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 [92miteration 473/1000 time [yr]: 94.60[m (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 [92miteration 474/1000 time [yr]: 94.80[m (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 [92miteration 475/1000 time [yr]: 95.00[m (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 [92miteration 476/1000 time [yr]: 95.20[m (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 [92miteration 477/1000 time [yr]: 95.40[m (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 [92miteration 478/1000 time [yr]: 95.60[m (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 [92miteration 479/1000 time [yr]: 95.80[m (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 [92miteration 480/1000 time [yr]: 96.00[m (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 [92miteration 481/1000 time [yr]: 96.20[m (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 [92miteration 482/1000 time [yr]: 96.40[m (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 [92miteration 483/1000 time [yr]: 96.60[m (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 [92miteration 484/1000 time [yr]: 96.80[m (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 [92miteration 485/1000 time [yr]: 97.00[m (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 [92miteration 486/1000 time [yr]: 97.20[m (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 [92miteration 487/1000 time [yr]: 97.40[m (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 [92miteration 488/1000 time [yr]: 97.60[m (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 [92miteration 489/1000 time [yr]: 97.80[m (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 [92miteration 490/1000 time [yr]: 98.00[m (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 [92miteration 491/1000 time [yr]: 98.20[m (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 [92miteration 492/1000 time [yr]: 98.40[m (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 [92miteration 493/1000 time [yr]: 98.60[m (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 [92miteration 494/1000 time [yr]: 98.80[m (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 [92miteration 495/1000 time [yr]: 99.00[m (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 [92miteration 496/1000 time [yr]: 99.20[m (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 [92miteration 497/1000 time [yr]: 99.40[m (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 [92miteration 498/1000 time [yr]: 99.60[m (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 [92miteration 499/1000 time [yr]: 99.80[m (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 [92miteration 500/1000 time [yr]: 100.00[m (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 [92miteration 501/1000 time [yr]: 100.20[m (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 [92miteration 502/1000 time [yr]: 100.40[m (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 [92miteration 503/1000 time [yr]: 100.60[m (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 [92miteration 504/1000 time [yr]: 100.80[m (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 [92miteration 505/1000 time [yr]: 101.00[m (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 [92miteration 506/1000 time [yr]: 101.20[m (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 [92miteration 507/1000 time [yr]: 101.40[m (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 [92miteration 508/1000 time [yr]: 101.60[m (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 [92miteration 509/1000 time [yr]: 101.80[m (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 [92miteration 510/1000 time [yr]: 102.00[m (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 [92miteration 511/1000 time [yr]: 102.20[m (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 [92miteration 512/1000 time [yr]: 102.40[m (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 [92miteration 513/1000 time [yr]: 102.60[m (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 [92miteration 514/1000 time [yr]: 102.80[m (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 [92miteration 515/1000 time [yr]: 103.00[m (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 [92miteration 516/1000 time [yr]: 103.20[m (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 [92miteration 517/1000 time [yr]: 103.40[m (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 [92miteration 518/1000 time [yr]: 103.60[m (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 [92miteration 519/1000 time [yr]: 103.80[m (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 [92miteration 520/1000 time [yr]: 104.00[m (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 [92miteration 521/1000 time [yr]: 104.20[m (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 [92miteration 522/1000 time [yr]: 104.40[m (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 [92miteration 523/1000 time [yr]: 104.60[m (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 [92miteration 524/1000 time [yr]: 104.80[m (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 [92miteration 525/1000 time [yr]: 105.00[m (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 [92miteration 526/1000 time [yr]: 105.20[m (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 [92miteration 527/1000 time [yr]: 105.40[m (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 [92miteration 528/1000 time [yr]: 105.60[m (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 [92miteration 529/1000 time [yr]: 105.80[m (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 [92miteration 530/1000 time [yr]: 106.00[m (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 [92miteration 531/1000 time [yr]: 106.20[m (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 [92miteration 532/1000 time [yr]: 106.40[m (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 [92miteration 533/1000 time [yr]: 106.60[m (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 [92miteration 534/1000 time [yr]: 106.80[m (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 [92miteration 535/1000 time [yr]: 107.00[m (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 [92miteration 536/1000 time [yr]: 107.20[m (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 [92miteration 537/1000 time [yr]: 107.40[m (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 [92miteration 538/1000 time [yr]: 107.60[m (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 [92miteration 539/1000 time [yr]: 107.80[m (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 [92miteration 540/1000 time [yr]: 108.00[m (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 [92miteration 541/1000 time [yr]: 108.20[m (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 [92miteration 542/1000 time [yr]: 108.40[m (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 [92miteration 543/1000 time [yr]: 108.60[m (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 [92miteration 544/1000 time [yr]: 108.80[m (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 [92miteration 545/1000 time [yr]: 109.00[m (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 [92miteration 546/1000 time [yr]: 109.20[m (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 [92miteration 547/1000 time [yr]: 109.40[m (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 [92miteration 548/1000 time [yr]: 109.60[m (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 [92miteration 549/1000 time [yr]: 109.80[m (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 [92miteration 550/1000 time [yr]: 110.00[m (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 [92miteration 551/1000 time [yr]: 110.20[m (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 [92miteration 552/1000 time [yr]: 110.40[m (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 [92miteration 553/1000 time [yr]: 110.60[m (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 [92miteration 554/1000 time [yr]: 110.80[m (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 [92miteration 555/1000 time [yr]: 111.00[m (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 [92miteration 556/1000 time [yr]: 111.20[m (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 [92miteration 557/1000 time [yr]: 111.40[m (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 [92miteration 558/1000 time [yr]: 111.60[m (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 [92miteration 559/1000 time [yr]: 111.80[m (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 [92miteration 560/1000 time [yr]: 112.00[m (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 [92miteration 561/1000 time [yr]: 112.20[m (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 [92miteration 562/1000 time [yr]: 112.40[m (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 [92miteration 563/1000 time [yr]: 112.60[m (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 [92miteration 564/1000 time [yr]: 112.80[m (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 [92miteration 565/1000 time [yr]: 113.00[m (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 [92miteration 566/1000 time [yr]: 113.20[m (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 [92miteration 567/1000 time [yr]: 113.40[m (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 [92miteration 568/1000 time [yr]: 113.60[m (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 [92miteration 569/1000 time [yr]: 113.80[m (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 [92miteration 570/1000 time [yr]: 114.00[m (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 [92miteration 571/1000 time [yr]: 114.20[m (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 [92miteration 572/1000 time [yr]: 114.40[m (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 [92miteration 573/1000 time [yr]: 114.60[m (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 [92miteration 574/1000 time [yr]: 114.80[m (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 [92miteration 575/1000 time [yr]: 115.00[m (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 [92miteration 576/1000 time [yr]: 115.20[m (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 [92miteration 577/1000 time [yr]: 115.40[m (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 [92miteration 578/1000 time [yr]: 115.60[m (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 [92miteration 579/1000 time [yr]: 115.80[m (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 [92miteration 580/1000 time [yr]: 116.00[m (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 [92miteration 581/1000 time [yr]: 116.20[m (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 [92miteration 582/1000 time [yr]: 116.40[m (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 [92miteration 583/1000 time [yr]: 116.60[m (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 [92miteration 584/1000 time [yr]: 116.80[m (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 [92miteration 585/1000 time [yr]: 117.00[m (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 [92miteration 586/1000 time [yr]: 117.20[m (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 [92miteration 587/1000 time [yr]: 117.40[m (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 [92miteration 588/1000 time [yr]: 117.60[m (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 [92miteration 589/1000 time [yr]: 117.80[m (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 [92miteration 590/1000 time [yr]: 118.00[m (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 [92miteration 591/1000 time [yr]: 118.20[m (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 [92miteration 592/1000 time [yr]: 118.40[m (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 [92miteration 593/1000 time [yr]: 118.60[m (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 [92miteration 594/1000 time [yr]: 118.80[m (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 [92miteration 595/1000 time [yr]: 119.00[m (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 [92miteration 596/1000 time [yr]: 119.20[m (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 [92miteration 597/1000 time [yr]: 119.40[m (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 [92miteration 598/1000 time [yr]: 119.60[m (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 [92miteration 599/1000 time [yr]: 119.80[m (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 [92miteration 600/1000 time [yr]: 120.00[m (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 [92miteration 601/1000 time [yr]: 120.20[m (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 [92miteration 602/1000 time [yr]: 120.40[m (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 [92miteration 603/1000 time [yr]: 120.60[m (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 [92miteration 604/1000 time [yr]: 120.80[m (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 [92miteration 605/1000 time [yr]: 121.00[m (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 [92miteration 606/1000 time [yr]: 121.20[m (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 [92miteration 607/1000 time [yr]: 121.40[m (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 [92miteration 608/1000 time [yr]: 121.60[m (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 [92miteration 609/1000 time [yr]: 121.80[m (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 [92miteration 610/1000 time [yr]: 122.00[m (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 [92miteration 611/1000 time [yr]: 122.20[m (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 [92miteration 612/1000 time [yr]: 122.40[m (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 [92miteration 613/1000 time [yr]: 122.60[m (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 [92miteration 614/1000 time [yr]: 122.80[m (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 [92miteration 615/1000 time [yr]: 123.00[m (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 [92miteration 616/1000 time [yr]: 123.20[m (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 [92miteration 617/1000 time [yr]: 123.40[m (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 [92miteration 618/1000 time [yr]: 123.60[m (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 [92miteration 619/1000 time [yr]: 123.80[m (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 [92miteration 620/1000 time [yr]: 124.00[m (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 [92miteration 621/1000 time [yr]: 124.20[m (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 [92miteration 622/1000 time [yr]: 124.40[m (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 [92miteration 623/1000 time [yr]: 124.60[m (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 [92miteration 624/1000 time [yr]: 124.80[m (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 [92miteration 625/1000 time [yr]: 125.00[m (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 [92miteration 626/1000 time [yr]: 125.20[m (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 [92miteration 627/1000 time [yr]: 125.40[m (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 [92miteration 628/1000 time [yr]: 125.60[m (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 [92miteration 629/1000 time [yr]: 125.80[m (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 [92miteration 630/1000 time [yr]: 126.00[m (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 [92miteration 631/1000 time [yr]: 126.20[m (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 [92miteration 632/1000 time [yr]: 126.40[m (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 [92miteration 633/1000 time [yr]: 126.60[m (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 [92miteration 634/1000 time [yr]: 126.80[m (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 [92miteration 635/1000 time [yr]: 127.00[m (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 [92miteration 636/1000 time [yr]: 127.20[m (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 [92miteration 637/1000 time [yr]: 127.40[m (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 [92miteration 638/1000 time [yr]: 127.60[m (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 [92miteration 639/1000 time [yr]: 127.80[m (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 [92miteration 640/1000 time [yr]: 128.00[m (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 [92miteration 641/1000 time [yr]: 128.20[m (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 [92miteration 642/1000 time [yr]: 128.40[m (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 [92miteration 643/1000 time [yr]: 128.60[m (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 [92miteration 644/1000 time [yr]: 128.80[m (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 [92miteration 645/1000 time [yr]: 129.00[m (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 [92miteration 646/1000 time [yr]: 129.20[m (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 [92miteration 647/1000 time [yr]: 129.40[m (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 [92miteration 648/1000 time [yr]: 129.60[m (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 [92miteration 649/1000 time [yr]: 129.80[m (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 [92miteration 650/1000 time [yr]: 130.00[m (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 [92miteration 651/1000 time [yr]: 130.20[m (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 [92miteration 652/1000 time [yr]: 130.40[m (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 [92miteration 653/1000 time [yr]: 130.60[m (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 [92miteration 654/1000 time [yr]: 130.80[m (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 [92miteration 655/1000 time [yr]: 131.00[m (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 [92miteration 656/1000 time [yr]: 131.20[m (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 [92miteration 657/1000 time [yr]: 131.40[m (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 [92miteration 658/1000 time [yr]: 131.60[m (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 [92miteration 659/1000 time [yr]: 131.80[m (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 [92miteration 660/1000 time [yr]: 132.00[m (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 [92miteration 661/1000 time [yr]: 132.20[m (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 [92miteration 662/1000 time [yr]: 132.40[m (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 [92miteration 663/1000 time [yr]: 132.60[m (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 [92miteration 664/1000 time [yr]: 132.80[m (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 [92miteration 665/1000 time [yr]: 133.00[m (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 [92miteration 666/1000 time [yr]: 133.20[m (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 [92miteration 667/1000 time [yr]: 133.40[m (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 [92miteration 668/1000 time [yr]: 133.60[m (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 [92miteration 669/1000 time [yr]: 133.80[m (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 [92miteration 670/1000 time [yr]: 134.00[m (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 [92miteration 671/1000 time [yr]: 134.20[m (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 [92miteration 672/1000 time [yr]: 134.40[m (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 [92miteration 673/1000 time [yr]: 134.60[m (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 [92miteration 674/1000 time [yr]: 134.80[m (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 [92miteration 675/1000 time [yr]: 135.00[m (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 [92miteration 676/1000 time [yr]: 135.20[m (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 [92miteration 677/1000 time [yr]: 135.40[m (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 [92miteration 678/1000 time [yr]: 135.60[m (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 [92miteration 679/1000 time [yr]: 135.80[m (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 [92miteration 680/1000 time [yr]: 136.00[m (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 [92miteration 681/1000 time [yr]: 136.20[m (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 [92miteration 682/1000 time [yr]: 136.40[m (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 [92miteration 683/1000 time [yr]: 136.60[m (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 [92miteration 684/1000 time [yr]: 136.80[m (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 [92miteration 685/1000 time [yr]: 137.00[m (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 [92miteration 686/1000 time [yr]: 137.20[m (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 [92miteration 687/1000 time [yr]: 137.40[m (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 [92miteration 688/1000 time [yr]: 137.60[m (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 [92miteration 689/1000 time [yr]: 137.80[m (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 [92miteration 690/1000 time [yr]: 138.00[m (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 [92miteration 691/1000 time [yr]: 138.20[m (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 [92miteration 692/1000 time [yr]: 138.40[m (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 [92miteration 693/1000 time [yr]: 138.60[m (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 [92miteration 694/1000 time [yr]: 138.80[m (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 [92miteration 695/1000 time [yr]: 139.00[m (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 [92miteration 696/1000 time [yr]: 139.20[m (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 [92miteration 697/1000 time [yr]: 139.40[m (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 [92miteration 698/1000 time [yr]: 139.60[m (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 [92miteration 699/1000 time [yr]: 139.80[m (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 [92miteration 700/1000 time [yr]: 140.00[m (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 [92miteration 701/1000 time [yr]: 140.20[m (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 [92miteration 702/1000 time [yr]: 140.40[m (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 [92miteration 703/1000 time [yr]: 140.60[m (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 [92miteration 704/1000 time [yr]: 140.80[m (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 [92miteration 705/1000 time [yr]: 141.00[m (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 [92miteration 706/1000 time [yr]: 141.20[m (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 [92miteration 707/1000 time [yr]: 141.40[m (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 [92miteration 708/1000 time [yr]: 141.60[m (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 [92miteration 709/1000 time [yr]: 141.80[m (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 [92miteration 710/1000 time [yr]: 142.00[m (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 [92miteration 711/1000 time [yr]: 142.20[m (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 [92miteration 712/1000 time [yr]: 142.40[m (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 [92miteration 713/1000 time [yr]: 142.60[m (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 [92miteration 714/1000 time [yr]: 142.80[m (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 [92miteration 715/1000 time [yr]: 143.00[m (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 [92miteration 716/1000 time [yr]: 143.20[m (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 [92miteration 717/1000 time [yr]: 143.40[m (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 [92miteration 718/1000 time [yr]: 143.60[m (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 [92miteration 719/1000 time [yr]: 143.80[m (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 [92miteration 720/1000 time [yr]: 144.00[m (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 [92miteration 721/1000 time [yr]: 144.20[m (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 [92miteration 722/1000 time [yr]: 144.40[m (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 [92miteration 723/1000 time [yr]: 144.60[m (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 [92miteration 724/1000 time [yr]: 144.80[m (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 [92miteration 725/1000 time [yr]: 145.00[m (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 [92miteration 726/1000 time [yr]: 145.20[m (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 [92miteration 727/1000 time [yr]: 145.40[m (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 [92miteration 728/1000 time [yr]: 145.60[m (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 [92miteration 729/1000 time [yr]: 145.80[m (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 [92miteration 730/1000 time [yr]: 146.00[m (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 [92miteration 731/1000 time [yr]: 146.20[m (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 [92miteration 732/1000 time [yr]: 146.40[m (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 [92miteration 733/1000 time [yr]: 146.60[m (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 [92miteration 734/1000 time [yr]: 146.80[m (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 [92miteration 735/1000 time [yr]: 147.00[m (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 [92miteration 736/1000 time [yr]: 147.20[m (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 [92miteration 737/1000 time [yr]: 147.40[m (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 [92miteration 738/1000 time [yr]: 147.60[m (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 [92miteration 739/1000 time [yr]: 147.80[m (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 [92miteration 740/1000 time [yr]: 148.00[m (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 [92miteration 741/1000 time [yr]: 148.20[m (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 [92miteration 742/1000 time [yr]: 148.40[m (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 [92miteration 743/1000 time [yr]: 148.60[m (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 [92miteration 744/1000 time [yr]: 148.80[m (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 [92miteration 745/1000 time [yr]: 149.00[m (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 [92miteration 746/1000 time [yr]: 149.20[m (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 [92miteration 747/1000 time [yr]: 149.40[m (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 [92miteration 748/1000 time [yr]: 149.60[m (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 [92miteration 749/1000 time [yr]: 149.80[m (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 [92miteration 750/1000 time [yr]: 150.00[m (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 [92miteration 751/1000 time [yr]: 150.20[m (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 [92miteration 752/1000 time [yr]: 150.40[m (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 [92miteration 753/1000 time [yr]: 150.60[m (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 [92miteration 754/1000 time [yr]: 150.80[m (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 [92miteration 755/1000 time [yr]: 151.00[m (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 [92miteration 756/1000 time [yr]: 151.20[m (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 [92miteration 757/1000 time [yr]: 151.40[m (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 [92miteration 758/1000 time [yr]: 151.60[m (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 [92miteration 759/1000 time [yr]: 151.80[m (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 [92miteration 760/1000 time [yr]: 152.00[m (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 [92miteration 761/1000 time [yr]: 152.20[m (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 [92miteration 762/1000 time [yr]: 152.40[m (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 [92miteration 763/1000 time [yr]: 152.60[m (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 [92miteration 764/1000 time [yr]: 152.80[m (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 [92miteration 765/1000 time [yr]: 153.00[m (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 [92miteration 766/1000 time [yr]: 153.20[m (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 [92miteration 767/1000 time [yr]: 153.40[m (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 [92miteration 768/1000 time [yr]: 153.60[m (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 [92miteration 769/1000 time [yr]: 153.80[m (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 [92miteration 770/1000 time [yr]: 154.00[m (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 [92miteration 771/1000 time [yr]: 154.20[m (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 [92miteration 772/1000 time [yr]: 154.40[m (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 [92miteration 773/1000 time [yr]: 154.60[m (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 [92miteration 774/1000 time [yr]: 154.80[m (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 [92miteration 775/1000 time [yr]: 155.00[m (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 [92miteration 776/1000 time [yr]: 155.20[m (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 [92miteration 777/1000 time [yr]: 155.40[m (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 [92miteration 778/1000 time [yr]: 155.60[m (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 [92miteration 779/1000 time [yr]: 155.80[m (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 [92miteration 780/1000 time [yr]: 156.00[m (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 [92miteration 781/1000 time [yr]: 156.20[m (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 [92miteration 782/1000 time [yr]: 156.40[m (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 [92miteration 783/1000 time [yr]: 156.60[m (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 [92miteration 784/1000 time [yr]: 156.80[m (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 [92miteration 785/1000 time [yr]: 157.00[m (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 [92miteration 786/1000 time [yr]: 157.20[m (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 [92miteration 787/1000 time [yr]: 157.40[m (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 [92miteration 788/1000 time [yr]: 157.60[m (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 [92miteration 789/1000 time [yr]: 157.80[m (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 [92miteration 790/1000 time [yr]: 158.00[m (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 [92miteration 791/1000 time [yr]: 158.20[m (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 [92miteration 792/1000 time [yr]: 158.40[m (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 [92miteration 793/1000 time [yr]: 158.60[m (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 [92miteration 794/1000 time [yr]: 158.80[m (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 [92miteration 795/1000 time [yr]: 159.00[m (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 [92miteration 796/1000 time [yr]: 159.20[m (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 [92miteration 797/1000 time [yr]: 159.40[m (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 [92miteration 798/1000 time [yr]: 159.60[m (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 [92miteration 799/1000 time [yr]: 159.80[m (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 [92miteration 800/1000 time [yr]: 160.00[m (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 [92miteration 801/1000 time [yr]: 160.20[m (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 [92miteration 802/1000 time [yr]: 160.40[m (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 [92miteration 803/1000 time [yr]: 160.60[m (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 [92miteration 804/1000 time [yr]: 160.80[m (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 [92miteration 805/1000 time [yr]: 161.00[m (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 [92miteration 806/1000 time [yr]: 161.20[m (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 [92miteration 807/1000 time [yr]: 161.40[m (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 [92miteration 808/1000 time [yr]: 161.60[m (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 [92miteration 809/1000 time [yr]: 161.80[m (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 [92miteration 810/1000 time [yr]: 162.00[m (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 [92miteration 811/1000 time [yr]: 162.20[m (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 [92miteration 812/1000 time [yr]: 162.40[m (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 [92miteration 813/1000 time [yr]: 162.60[m (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 [92miteration 814/1000 time [yr]: 162.80[m (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 [92miteration 815/1000 time [yr]: 163.00[m (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 [92miteration 816/1000 time [yr]: 163.20[m (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 [92miteration 817/1000 time [yr]: 163.40[m (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 [92miteration 818/1000 time [yr]: 163.60[m (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 [92miteration 819/1000 time [yr]: 163.80[m (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 [92miteration 820/1000 time [yr]: 164.00[m (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 [92miteration 821/1000 time [yr]: 164.20[m (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 [92miteration 822/1000 time [yr]: 164.40[m (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 [92miteration 823/1000 time [yr]: 164.60[m (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 [92miteration 824/1000 time [yr]: 164.80[m (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 [92miteration 825/1000 time [yr]: 165.00[m (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 [92miteration 826/1000 time [yr]: 165.20[m (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 [92miteration 827/1000 time [yr]: 165.40[m (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 [92miteration 828/1000 time [yr]: 165.60[m (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 [92miteration 829/1000 time [yr]: 165.80[m (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 [92miteration 830/1000 time [yr]: 166.00[m (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 [92miteration 831/1000 time [yr]: 166.20[m (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 [92miteration 832/1000 time [yr]: 166.40[m (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 [92miteration 833/1000 time [yr]: 166.60[m (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 [92miteration 834/1000 time [yr]: 166.80[m (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 [92miteration 835/1000 time [yr]: 167.00[m (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 [92miteration 836/1000 time [yr]: 167.20[m (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 [92miteration 837/1000 time [yr]: 167.40[m (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 [92miteration 838/1000 time [yr]: 167.60[m (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 [92miteration 839/1000 time [yr]: 167.80[m (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 [92miteration 840/1000 time [yr]: 168.00[m (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 [92miteration 841/1000 time [yr]: 168.20[m (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 [92miteration 842/1000 time [yr]: 168.40[m (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 [92miteration 843/1000 time [yr]: 168.60[m (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 [92miteration 844/1000 time [yr]: 168.80[m (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 [92miteration 845/1000 time [yr]: 169.00[m (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 [92miteration 846/1000 time [yr]: 169.20[m (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 [92miteration 847/1000 time [yr]: 169.40[m (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 [92miteration 848/1000 time [yr]: 169.60[m (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 [92miteration 849/1000 time [yr]: 169.80[m (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 [92miteration 850/1000 time [yr]: 170.00[m (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 [92miteration 851/1000 time [yr]: 170.20[m (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 [92miteration 852/1000 time [yr]: 170.40[m (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 [92miteration 853/1000 time [yr]: 170.60[m (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 [92miteration 854/1000 time [yr]: 170.80[m (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 [92miteration 855/1000 time [yr]: 171.00[m (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 [92miteration 856/1000 time [yr]: 171.20[m (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 [92miteration 857/1000 time [yr]: 171.40[m (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 [92miteration 858/1000 time [yr]: 171.60[m (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 [92miteration 859/1000 time [yr]: 171.80[m (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 [92miteration 860/1000 time [yr]: 172.00[m (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 [92miteration 861/1000 time [yr]: 172.20[m (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 [92miteration 862/1000 time [yr]: 172.40[m (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 [92miteration 863/1000 time [yr]: 172.60[m (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 [92miteration 864/1000 time [yr]: 172.80[m (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 [92miteration 865/1000 time [yr]: 173.00[m (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 [92miteration 866/1000 time [yr]: 173.20[m (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 [92miteration 867/1000 time [yr]: 173.40[m (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 [92miteration 868/1000 time [yr]: 173.60[m (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 [92miteration 869/1000 time [yr]: 173.80[m (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 [92miteration 870/1000 time [yr]: 174.00[m (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 [92miteration 871/1000 time [yr]: 174.20[m (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 [92miteration 872/1000 time [yr]: 174.40[m (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 [92miteration 873/1000 time [yr]: 174.60[m (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 [92miteration 874/1000 time [yr]: 174.80[m (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 [92miteration 875/1000 time [yr]: 175.00[m (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 [92miteration 876/1000 time [yr]: 175.20[m (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 [92miteration 877/1000 time [yr]: 175.40[m (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 [92miteration 878/1000 time [yr]: 175.60[m (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 [92miteration 879/1000 time [yr]: 175.80[m (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 [92miteration 880/1000 time [yr]: 176.00[m (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 [92miteration 881/1000 time [yr]: 176.20[m (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 [92miteration 882/1000 time [yr]: 176.40[m (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 [92miteration 883/1000 time [yr]: 176.60[m (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 [92miteration 884/1000 time [yr]: 176.80[m (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 [92miteration 885/1000 time [yr]: 177.00[m (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 [92miteration 886/1000 time [yr]: 177.20[m (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 [92miteration 887/1000 time [yr]: 177.40[m (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 [92miteration 888/1000 time [yr]: 177.60[m (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 [92miteration 889/1000 time [yr]: 177.80[m (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 [92miteration 890/1000 time [yr]: 178.00[m (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 [92miteration 891/1000 time [yr]: 178.20[m (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 [92miteration 892/1000 time [yr]: 178.40[m (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 [92miteration 893/1000 time [yr]: 178.60[m (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 [92miteration 894/1000 time [yr]: 178.80[m (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 [92miteration 895/1000 time [yr]: 179.00[m (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 [92miteration 896/1000 time [yr]: 179.20[m (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 [92miteration 897/1000 time [yr]: 179.40[m (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 [92miteration 898/1000 time [yr]: 179.60[m (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 [92miteration 899/1000 time [yr]: 179.80[m (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 [92miteration 900/1000 time [yr]: 180.00[m (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 [92miteration 901/1000 time [yr]: 180.20[m (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 [92miteration 902/1000 time [yr]: 180.40[m (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 [92miteration 903/1000 time [yr]: 180.60[m (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 [92miteration 904/1000 time [yr]: 180.80[m (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 [92miteration 905/1000 time [yr]: 181.00[m (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 [92miteration 906/1000 time [yr]: 181.20[m (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 [92miteration 907/1000 time [yr]: 181.40[m (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 [92miteration 908/1000 time [yr]: 181.60[m (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 [92miteration 909/1000 time [yr]: 181.80[m (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 [92miteration 910/1000 time [yr]: 182.00[m (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 [92miteration 911/1000 time [yr]: 182.20[m (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 [92miteration 912/1000 time [yr]: 182.40[m (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 [92miteration 913/1000 time [yr]: 182.60[m (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 [92miteration 914/1000 time [yr]: 182.80[m (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 [92miteration 915/1000 time [yr]: 183.00[m (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 [92miteration 916/1000 time [yr]: 183.20[m (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 [92miteration 917/1000 time [yr]: 183.40[m (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 [92miteration 918/1000 time [yr]: 183.60[m (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 [92miteration 919/1000 time [yr]: 183.80[m (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 [92miteration 920/1000 time [yr]: 184.00[m (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 [92miteration 921/1000 time [yr]: 184.20[m (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 [92miteration 922/1000 time [yr]: 184.40[m (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 [92miteration 923/1000 time [yr]: 184.60[m (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 [92miteration 924/1000 time [yr]: 184.80[m (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 [92miteration 925/1000 time [yr]: 185.00[m (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 [92miteration 926/1000 time [yr]: 185.20[m (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 [92miteration 927/1000 time [yr]: 185.40[m (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 [92miteration 928/1000 time [yr]: 185.60[m (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 [92miteration 929/1000 time [yr]: 185.80[m (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 [92miteration 930/1000 time [yr]: 186.00[m (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 [92miteration 931/1000 time [yr]: 186.20[m (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 [92miteration 932/1000 time [yr]: 186.40[m (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 [92miteration 933/1000 time [yr]: 186.60[m (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 [92miteration 934/1000 time [yr]: 186.80[m (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 [92miteration 935/1000 time [yr]: 187.00[m (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 [92miteration 936/1000 time [yr]: 187.20[m (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 [92miteration 937/1000 time [yr]: 187.40[m (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 [92miteration 938/1000 time [yr]: 187.60[m (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 [92miteration 939/1000 time [yr]: 187.80[m (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 [92miteration 940/1000 time [yr]: 188.00[m (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 [92miteration 941/1000 time [yr]: 188.20[m (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 [92miteration 942/1000 time [yr]: 188.40[m (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 [92miteration 943/1000 time [yr]: 188.60[m (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 [92miteration 944/1000 time [yr]: 188.80[m (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 [92miteration 945/1000 time [yr]: 189.00[m (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 [92miteration 946/1000 time [yr]: 189.20[m (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 [92miteration 947/1000 time [yr]: 189.40[m (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 [92miteration 948/1000 time [yr]: 189.60[m (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 [92miteration 949/1000 time [yr]: 189.80[m (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 [92miteration 950/1000 time [yr]: 190.00[m (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 [92miteration 951/1000 time [yr]: 190.20[m (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 [92miteration 952/1000 time [yr]: 190.40[m (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 [92miteration 953/1000 time [yr]: 190.60[m (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 [92miteration 954/1000 time [yr]: 190.80[m (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 [92miteration 955/1000 time [yr]: 191.00[m (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 [92miteration 956/1000 time [yr]: 191.20[m (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 [92miteration 957/1000 time [yr]: 191.40[m (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 [92miteration 958/1000 time [yr]: 191.60[m (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 [92miteration 959/1000 time [yr]: 191.80[m (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 [92miteration 960/1000 time [yr]: 192.00[m (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 [92miteration 961/1000 time [yr]: 192.20[m (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 [92miteration 962/1000 time [yr]: 192.40[m (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 [92miteration 963/1000 time [yr]: 192.60[m (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 [92miteration 964/1000 time [yr]: 192.80[m (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 [92miteration 965/1000 time [yr]: 193.00[m (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 [92miteration 966/1000 time [yr]: 193.20[m (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 [92miteration 967/1000 time [yr]: 193.40[m (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 [92miteration 968/1000 time [yr]: 193.60[m (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 [92miteration 969/1000 time [yr]: 193.80[m (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 [92miteration 970/1000 time [yr]: 194.00[m (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 [92miteration 971/1000 time [yr]: 194.20[m (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 [92miteration 972/1000 time [yr]: 194.40[m (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 [92miteration 973/1000 time [yr]: 194.60[m (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 [92miteration 974/1000 time [yr]: 194.80[m (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 [92miteration 975/1000 time [yr]: 195.00[m (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 [92miteration 976/1000 time [yr]: 195.20[m (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 [92miteration 977/1000 time [yr]: 195.40[m (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 [92miteration 978/1000 time [yr]: 195.60[m (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 [92miteration 979/1000 time [yr]: 195.80[m (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 [92miteration 980/1000 time [yr]: 196.00[m (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 [92miteration 981/1000 time [yr]: 196.20[m (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 [92miteration 982/1000 time [yr]: 196.40[m (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 [92miteration 983/1000 time [yr]: 196.60[m (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 [92miteration 984/1000 time [yr]: 196.80[m (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 [92miteration 985/1000 time [yr]: 197.00[m (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 [92miteration 986/1000 time [yr]: 197.20[m (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 [92miteration 987/1000 time [yr]: 197.40[m (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 [92miteration 988/1000 time [yr]: 197.60[m (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 [92miteration 989/1000 time [yr]: 197.80[m (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 [92miteration 990/1000 time [yr]: 198.00[m (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 [92miteration 991/1000 time [yr]: 198.20[m (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 [92miteration 992/1000 time [yr]: 198.40[m (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 [92miteration 993/1000 time [yr]: 198.60[m (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 [92miteration 994/1000 time [yr]: 198.80[m (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 [92miteration 995/1000 time [yr]: 199.00[m (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 [92miteration 996/1000 time [yr]: 199.20[m (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 [92miteration 997/1000 time [yr]: 199.40[m (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 [92miteration 998/1000 time [yr]: 199.60[m (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 [92miteration 999/1000 time [yr]: 199.80[m (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 [92miteration 1000/1000 time [yr]: 200.00[m (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: 0.024726 Total Core solution elapsed time: 198.544 Linear solver elapsed time: 135.859 (68%) Total elapsed time: 0 hrs 3 min 18 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